Ocean thermal energy conversion pipe connection

ABSTRACT

A method of assembling a pipe on a water-supported floating platform is provided. The platform includes an open central bay, and a gantry on the platform is arranged so as to surround at least a portion of the bay. The method includes providing a pipe intake assembly and staves on the platform; transferring the pipe intake assembly to the interior space of the bay; assembling the individual staves on the pipe intake assembly in an offset construction; lowering the pipe portion within the bay and into the water until the upper ends of the staves reside within a lower portion of the gantry; increasing the length of the pipe portion by assembling additional staves to the upper ends of the assembled staves; and repeating the step of increasing the length of the portion of the pipe until the pipe has a desired length.

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation application of and claims priority toU.S. application Ser. No. 14/435,718, filed on Apr. 14, 2015; which is anational stage application under 35 U.S.C. § 371 of International PatentApplication No. PCT/US2013/065098, filed on Oct. 15, 2013, which claimsthe benefit of priority to U.S. Provisional Application No. 61/714,528,filed Oct. 16, 2012. Each application is incorporated herein byreference in their entirety.

TECHNICAL FIELD

This disclosure relates to ocean thermal energy conversion power plantsand more specifically to floating, minimum heave platform, multi-stageheat engine, ocean thermal energy conversion power plants.

BACKGROUND

Energy consumption and demand throughout the world has grown at anexponential rate. This demand is expected to continue to rise,particularly in developing countries in Asia and Latin America. At thesame time, traditional sources of energy, namely fossil fuels, are beingdepleted at an accelerating rate and the cost of exploiting fossil fuelscontinues to rise. Environmental and regulatory concerns areexacerbating that problem.

Solar-related renewable energy is one alternative energy source that mayprovide a portion of the solution to the growing demand for energy.Solar-related renewable energy is appealing because, unlike fossilfuels, uranium, or even thermal “green” energy, there are few or noclimatic risks associated with its use. In addition, solar relatedenergy is free and vastly abundant.

Ocean Thermal Energy Conversion (“OTEC”) is a manner of producingrenewable energy using solar energy stored as heat in the oceans'tropical regions. Tropical oceans and seas around the world offer aunique renewable energy resource. In many tropical areas (betweenapproximately 20° north and 20° south latitude), the temperature of thesurface sea water remains nearly constant. To depths of approximately100 ft the average surface temperature of the sea water variesseasonally between 75° and 85° F. or more. In the same regions, deepocean water (between 2500 ft and 4200 ft or more) remains a fairlyconstant 40° F. Thus, the tropical ocean structure offers a large warmwater reservoir at the surface and a large cold water reservoir atdepth, with a temperature difference between the warm and coldreservoirs of between 35° to 45° F. This temperature difference remainsfairly constant throughout the day and night, with small seasonalchanges.

The OTEC process uses the temperature difference between surface anddeep sea tropical waters to drive a heat engine to produce electricalenergy. OTEC power generation was identified in the late 1970's as apossible renewable energy source having a low to zero carbon footprintfor the energy produced. An OTEC power plant, however, has a lowthermodynamic efficiency compared to more traditional, high pressure,high temperature power generation plants. For example, using the averageocean surface temperatures between 80° and 85° F. and a constant deepwater temperature of 40° F., the maximum ideal Carnot efficiency of anOTEC power plant will be 7.5 to 8%. In practical operation, the grosspower efficiency of an OTEC power system has been estimated to be abouthalf the Carnot limit, or approximately 3.5 to 4.0%. Additionally,analysis performed by leading investigators in the 1970's and 1980's,and documented in “Renewable Energy from the Ocean, a Guide to OTEC”William Avery and Chih Wu, Oxford University Press, 1994 (incorporatedherein by reference), indicates that between one quarter to one half (ormore) of the gross electrical power generated by an OTEC plant operatingwith a ΔT of 40° F. would be required to run the water and working fluidpumps and to supply power to other auxiliary needs of the plant. On thisbasis, the low overall net efficiency of an OTEC power plant convertingthe thermal energy stored in the ocean surface waters to net electricenergy has not been a commercially viable energy production option.

An additional factor resulting in further reductions in overallthermodynamic efficiency is the loss associated with providing necessarycontrols on the turbine for precise frequency regulation. Thisintroduces pressure losses in the turbine cycle that limit the work thatcan be extracted from the warm sea water.

This low OTEC net efficiency compared with efficiencies typical of heatengines that operate at high temperatures and pressures has led to thewidely held assumption by energy planners that OTEC power is too costlyto compete with more traditional methods of power production.

Indeed, the parasitic electrical power requirements are particularlyimportant in an OTEC power plant because of the relatively smalltemperature difference between the hot and cold water. To achievemaximum heat transfer between the warm sea water and the working fluid,and between the cold sea water and the working fluid large heat exchangesurface areas are required, along with high fluid velocities. Increasingany one of these factors can significantly increase the parasitic loadon the OTEC plant, thereby decreasing net efficiency. An efficient heattransfer system that maximizes the energy transfer in the limitedtemperature differential between the sea water and the working fluidwould increase the commercial viability of an OTEC power plant.

In addition to the relatively low efficiencies with seemingly inherentlarge parasitic loads, the operating environment of OTEC plants presentsdesign and operating challenges that also decrease the commercialviability of such operations. As previously mentioned, the warm waterneeded for the OTEC heat engine is found at the surface of the ocean, toa depth of 100 ft or less. The constant source of cold water for coolingthe OTEC engine is found at a depth of between 2700 ft and 4200 ft ormore. Such depths are not typically found in close proximity topopulation centers or even land masses. An offshore power plant isrequired.

Whether the plant is floating or fixed to an underwater feature, a longcold water intake pipe (CWP) of 2000 ft or longer is required. Moreover,because of the large volume of water required in commercially viableOTEC operations, the cold water intake pipe requires a large diameter(typically between 6 and 35 feet or more). Suspending a large diameterpipe from an offshore structure presents stability, connection andconstruction challenges which have previously driven OTEC costs beyondcommercial viability.

Additionally, a pipe having significant diameter to length ratio that issuspended in a dynamic ocean environment can be subjected to temperaturedifferences and varying ocean currents along the length of the pipe.Stresses from bending and vortex shedding along the pipe also presentchallenges. Surface influences such as wave action present furtherchallenges with respect to the connection between the pipe and floatingplatform due to the relative motion between pipe and floating platformat the connection. A cold water pipe intake system having desirableperformance, connection, and construction consideration would increasethe commercial viability of an OTEC power plant.

Environmental concerns associated with an OTEC plant have also been animpediment to OTEC operations. Traditional OTEC systems draw in largevolumes of nutrient rich cold water from the ocean depths and dischargethis water at or near the surface. Such discharge can effect, in apositive or adverse manner, the ocean environment near the OTEC plant,impacting fish stocks and reef systems that may be down current from theOTEC discharge.

SUMMARY

Aspects of the present disclosure are directed to a power generationplant utilizing ocean thermal energy conversion processes.

An offshore OTEC power plant has improved overall efficiencies withreduced parasitic loads, greater stability, lower construction andoperating costs, and improved environmental footprint. Other aspectsinclude large volume water conduits that are integral with the floatingstructure. Modularity and compartmentation of the multi-stage OTEC heatengine reduces construction and maintenance costs, limits off-gridoperation and improves operating performance. Still further aspectsprovide for a floating platform having integrated heat exchangecompartments and provides for minimal movement of the platform due towave action. The integrated floating platform may also provide forefficient flow of the warm water or cool water through the multi-stageheat exchanger, increasing efficiency and reducing the parasitic powerdemand. Aspects of the systems and methods described can promote anenvironmentally neutral thermal footprint by discharging warm and coldwater at appropriate depth/temperature ranges. Energy extracted in theform of electricity reduces the bulk temperature to the ocean.

Still further aspects of the systems and methods described relate to acold water pipe for use with an offshore OTEC facility, the cold waterpipe being an offset staved, continuous pipe.

One aspect relates to a pipe that comprises an elongated tubularstructure having an outer surface, a top end and a bottom end. Thetubular structure comprises a plurality of first and second stavedsegments, each stave segment has a top portion and a bottom portion,wherein the top portion of the second stave segment is offset from thetop portion of the first staved segment. The only exceptions are at thevery top and bottom of the CWP, where the ends of those staves form aflush surface (no offsets) suitable for mating with the interconnectionwith the platform and with the bottom section of the CWP.

A further aspect relates to a pipe comprising a ribbon or a strake atleast partially wound around the pipe in a diagonal fashion on theoutside surface of the tubular structure. The ribbon or strake can becircumferentially wound around the outer surface of the top portion ofthe pipe, the middle portion of the pipe, or the lower portion of thepipe. The ribbon or strake can be circumferentially wound around theentire length of the pipe. The ribbon or strake can be attached so as tolay substantially flat against the outer surface of the pipe. The ribbonor strake can be attached so as to protrude outwardly from the outersurface of the pipe. The ribbon or strake can be made of the same ordifferent material as the pipe. The ribbon or strake can be adhesivelybonded to the outer surface of the pipe, mechanically bonded to theouter surface of the pipe, or use a combination of mechanical andadhesive bonds to attach to the outer surface of the pipe. The ribbon orstrake may have holes or gaps that permit partial flow of water orenable the passage of piping or cabling or other structural aspects ofthe OTEC plant, or avoid weld crowns. The ribbon or strake may consistof a single continuous ribbon or strake, separate segments with gaps, orparallel ribbons or strakes. Their diagonal angle of the ribbon orstrake with respect to the platform vertical may be constant (forming ahelix) or may vary.

Further aspects of the systems and methods described relate to an offsetstaved pipe wherein each stave segment further comprises a tongue on afirst side and a groove on a second side for mating engagement with anadjacent stave segment. The offset stave pipe can include a positivelocking system to mechanically couple a first side of one stave to thesecond side of a second stave. Staves can be joined vertically from thetop portion of one stave to the bottom portion of an adjacent staveusing biscuit joinery. In an alternative embodiment, the top portion ofa stave and the bottom portion of a stave can each include a joiningvoid, such that when the top portion of a first stave is joined with thebottom portion of a second stave, the joining voids align to form acontinuous cavity or virtual pipe. A flexible resin can be injected intothe open end of the aligned joining voids and flow into and fill theentire void and thus provide adhesion between staves. The flexible resincan be used to fill gaps in any joined surfaces. In aspects of thedisclosure the flexible resin is a methacrylate adhesive.

Individual staves of the current systems and methods described can be ofany length. In some embodiments, each stave segment is between 20 feetand 90 feet measured from the bottom portion to the top portion of thestave. Stave segments can be sized to be shipped by standard inter-modalcontainer. Individual stave segments can be between 10 inches and 80inches wide. Each stave segment can be between 1 inch and 24 inchesthick.

Stave segments can be pulltruded, extruded, or molded. Stave segmentscan comprise polyvinyl chloride (PVC), chlorinated polyvinyl chloride(CPVC), fiber reinforced plastic (FRP), reinforced polymer mortar(RPMP), polypropylene (PP), polyethylene (PE), cross-linked high-densitypolyethylene (PEX), polybutylene (PB), acrylonitrile butadiene styrene(ABS); polyester, fiber reinforced polyester, vinyl ester, reinforcedvinyl ester, concrete, ceramic, or a composite of one or more thereof.

In further aspects of the systems and methods described, a stave segmentcan comprise at least one internal void. At least one void can be filledwith water, polycarbonate foam, or syntactic foam or other devices ormaterials that provide separation between the inner and outer walls ofthe stave, and can also provide additional strength to the stave in thelongitudinal, lateral, circumferential or other direction. In aspects ofthe systems and methods described, the pipe is a cold water intake pipefor an OTEC power plant.

A still further aspect of the systems and methods described relates toan offshore power generation structure comprising a submerged portion,the submerged portion further comprises: a heat exchange portion; apower generation portion; and a cold water pipe comprising a pluralityof offset first and second stave segments.

Yet another aspect of the systems and methods described relates to amethod of forming a cold water pipe for use in an OTEC power plant, themethod comprises: forming a plurality of first and second stave segmentsjoining alternating first and second stave segments such that the secondstave segments are offset from the first stave segments to form acontinuous elongate tube.

A further aspect of the systems and methods described relates to asubmerged vertical pipe connection comprising: a floating structurehaving a vertical pipe receiving bay, wherein the receiving bay has afirst diameter; a vertical pipe for insertion into the pipe receivingbay, the vertical pipe having a second diameter smaller than the firstdiameter of the pipe receiving bay; a partially spherical or arcuatebearing surface; and one or more movable detents, pinions or lugsoperable with the bearing surface, wherein the detents define a diameterthat is different than the first or second diameter when in contact withthe bearing surface.

An additional aspect of the systems and methods described relates to amethod of connecting a submerged vertical pipe to a floating platformcomprising: providing a floating structure having a vertical pipereceiving bay, wherein the pipe receiving bay has a first diameter,providing a vertical pipe having a top end portion that has a seconddiameter that is less than the first diameter; inserting the top endportion of the vertical pipe into the receiving bay; providing a bearingsurface for supporting the vertical pipe; extending one or more detentssuch that the one or more detents have a diameter that is different fromthe first or second diameters; contacting the one or more detents withthe bearing surface to suspend the vertical pipe from the floatingstructure.

In aspects of the systems and methods described, the one or more detentscan be integral to the vertical pipe. The one or more detents can beintegral to the receiving bay. The one or more detents comprise a firstretracted position that defines a diameter less than the first diameter.The one or more detents comprise an extended position that defines adiameter greater than the first diameter. A bearing surface is integralto the pipe receiving bay and operable with the one or more detents. Thebearing surface can comprise a spherical bearing surface. The one ormore detents further comprise a mating surface configured to contact thebearing surface. The one or more detents further comprise a matingsurface configured to contact the spherical bearing surface. Thespherical bearing surface and the mating surface facilitate relativemotion between the vertical pipe and the floating structure.

In still further aspects, the one or more detents comprise a firstretracted position that defines a diameter greater than the seconddiameter. The one or more detents comprise an extended position thatdefines a diameter less than the second diameter. A bearing surface isintegral to the vertical pipe and operable with the one or more detents.

Features can include a drive for extending or retracting the detents,the drive being a hydraulically controlled drive, a pneumaticallycontrolled drive, a mechanically controlled drive, an electricallycontrolled drive, or an electro-mechanically controlled drive, or anycombination of these.

Further aspects can include a pipe receiving bay including a firstangled pipe mating surface; and a vertical pipe comprising a secondangled pipe mating surface, wherein the first and second angled pipemating surfaces are configured to cooperatively guide the vertical pipeduring insertion of the vertical pipe into the pipe receiving bay.

An additional aspect of the systems and methods described relates to amethod of assembling a pipe on a water-supported floating platform thatincludes an open central bay, and a gantry on the platform arranged soas to surround at least a portion of the bay. The method includesproviding a pipe intake assembly on the platform; providing staves onthe platform; transferring the pipe intake assembly to the interiorspace of the bay; transferring individual staves to the bay andassembling the individual staves on the pipe intake assembly in anoffset stave construction so as to form an annular pipe portion having acrenellated upper end; lowering the pipe portion within the bay and intothe water until the upper ends of the staves reside within a lowerportion of the gantry; increasing the length of the pipe portion byassembling additional staves to the upper ends of the staves that formthe pipe portion; and repeating the step of increasing the length of theportion of the pipe until the pipe has a desired length.

The method may include one or more of the following features:Transferring the pipe intake assembly to the interior space of the bayincludes lowering the pipe intake assembly over a side of the platform,moving the pipe intake assembly under the platform to a locationunderlying the bay, and raising the pipe intake assembly up through thebay to a desired location within the gantry. Transferring the pipeintake assembly to the interior space of the bay includes lifting thepipe intake assembly above a surface of the platform; moving theplatform so that the pipe intake assembly overlies the bay, and loweringthe pipe intake assembly at least partially into the bay. Transferringindividual staves to the bay and assembling the individual staves on thepipe intake assembly further includes assembling the individual stavesso that the lower end of the annular pipe portion is flush with an upperside of the pipe intake assembly; and joining the lower end of theannular pipe portion to the pipe intake assembly to form the pipeportion, wherein the step of joining includes wrapping a bondingmaterial around the joint between the annular pipe portion and the pipeintake assembly, the bonding material extending circumferentially andoverlapping at least a portion of the annular pipe portion and the pipeintake assembly. The pipe intake assembly includes a pipe end and aweight connected to the pipe end. The method further includes thefollowing step once the pipe has reached a desired length: connecting apipe end to an end of the pipe that is opposed to the pipe intakeassembly.

An additional aspect of the systems and methods described relates to amethod of assembling a pipe on a water-supported floating platform,including providing the platform including an open central bay, a gantryon the platform, the gantry arranged so as to surround at least aportion of the bay, and a hollow mandrel that is supported by the gantryat a location overlying the bay; providing staves on the platform;providing a bell mouth assembly that includes a bell mouth and a weight,the bell mouth having a first side and a second side that is opposed tothe first side, wherein the weight is connected to the second side ofthe bell mouth; positioning the bell mouth assembly within the bay insuch a way that the first side of the bell mouth resides above an uppersurface of the platform and adjacent to the mandrel; arranging staves inthe mandrel so as to form a staggered ring of staves in which first endsof each stave arranged in the staggered ring are formed flush againstthe first side of the bell mouth, and second ends of each stave areoffset relative to the adjacent staves; joining the staggered ring ofstaves to the bell mouth assembly to form a portion of the pipe, thestep of joining including wrapping a bonding material around the jointbetween the staggered ring and the bell mouth, the bonding materialextending circumferentially and overlapping at least a portion of thestaggered ring and the bell mouth; lowering the portion of the pipe intothe water until the second ends of the staves of the staggered ringreside within a lower portion of the mandrel; increasing the length ofthe portion of the pipe including positioning additional staves withinthe mandrel such that the additional staves are positioned against themandrel and the first ends of the additional staves abut the second endof a corresponding stave of the staggered ring, and joining theadditional staves to the portion of cold water pipe by wrapping theportion of the cold water pipe with bonding material such that thebonding material overlaps at least a portion of the additional stavesand the portion of the cold water pipe; and repeating the step ofincreasing the length of the portion of the pipe until the pipe has adesired length.

The method may include one or more of the following features: arrangingstaves on the platform in a predetermined order that corresponds to theorder in which the individual staves are to be installed. The staves areindividually packaged into a corresponding stave alignment jig. Eachstave alignment jig includes a lifting eye and a flange, the lifting eyedisposed adjacent a first end of the stave alignment jig and the flangedisposed adjacent a second end of the stave alignment jig and configuredto cooperatively engage pins provided on the gantry. Arranging staves inthe mandrel so as to form a staggered ring includes positioning a staveagainst the mandrel; positioning another stave against both the mandreland the stave that was positioned immediately-preceding the anotherstave; repeating the step of positioning another stave step until a ringof staves is formed; and wherein the another stave has a differentlength than the stave that was positioned immediately-preceding theanother stave, and the staves are arranged so that a first end of eachstave of the staggered ring lies flush with the first ends of the otherstaves used to form the staggered ring. Arranging staves in the mandrelso as to form a staggered ring of staves further includes sealing thefirst ends of the staves used to form the staggered ring. Once the pipehas reached a desired length, connecting a pipe end to an end of thepipe that is opposed to the bell mouth. The pipe end is tapered inwardand is configured to be captured in a fitting provided on an undersideof a spar. Arranging staves in the mandrel and positioning additionalstaves within the mandrel further comprise joining adjacent staves toeach other. The method further includes providing at least one spreaderwithin the pipe, the spreader is configured to provide an outward forceto an inner surface of the pipe. The bell mouth assembly comprises abell mouth and a weight connected to the bell mouth.

An additional aspect of the systems and methods described relates to amethod of assembling a pipe on a water-supported floating platform,including providing the platform including an open central bay and aguide ring arranged on the platform so as to surround the bay; providinga bell mouth assembly that includes a bell mouth and a weight, the bellmouth having a first side and a second side that is opposed to the firstside, wherein the weight is connected to the second side of the bellmouth; positioning the bell mouth assembly within the bay in such a waythat the first side of the bell mouth resides above an upper surface ofthe platform and adjacent to the guide ring; arranging staves on theguide ring so as to form a staggered ring of staves in which first endsof each stave arranged in the staggered ring are formed flush againstthe first side of the bell mouth, and second ends of each stave areoffset relative to the adjacent staves; joining the staggered ring ofstaves to the bell mouth assembly to form a portion of the pipe, thestep of joining including wrapping a bonding material around the jointbetween the staggered ring and the bell mouth, the bonding materialextending circumferentially and overlapping at least a portion of thestaggered ring and the bell mouth; lowering the portion of the pipe intothe water until the second ends of the staves of the staggered ringreside within a lower portion of the mandrel; increasing the length ofthe portion of the pipe including positioning additional staves withinthe mandrel such that the additional staves are positioned against theguide ring and the first ends of the additional staves abut the secondend of a corresponding stave of the staggered ring, and joining theadditional staves to the portion of cold water pipe by wrapping theportion of the cold water pipe with bonding material such that thebonding material overlaps at least a portion of the additional stavesand the portion of the cold water pipe; and repeating the step ofincreasing the length of the portion of the pipe until the pipe has adesired length.

The method may include one or more of the following features: The firstside of the bell mouth includes alignment tabs, and the step ofarranging staves on the guide ring includes positioning the stavesrelative to the bell mouth assembly so that a lower end of the stave isaligned with the alignment tab. Before adjacent staves are attached toeach other, a bonding material is applied to each stave along therespective attachment surface. Each stave comprises self-retainingmating features along edges that abut adjacent staves.

An additional aspect of the systems and methods described relates to amethod of underwater assembly of a pipe to a water-supported floatingbody that includes a vacancy formed in a submerged surface thereof,including providing the pipe secured to a navigatable water vessel suchthat the pipe is positioned at least partially within the water with alongitudinal axis of the pipe oriented generally parallel to a verticalaxis; securing keeper cables to an upper end of the pipe; lowering thepipe within the water relative to the vessel such that the upper end ofthe pipe resides at a depth that is lower than the underside of thefloating body; securing the upper end of the pipe to support cables thatextend from the interior of the vacancy; detaching the keeper cablesfrom the upper end of the pipe; drawing the upper end of the pipe intothe vacancy by retracting the support cables into the vacancy; andsecuring the upper end of the pipe within the vacancy.

The method may include one or more of the following features: The methodfurther includes moving the navigatable water vessel to a locationadjacent the floating body. The method further includes providing thenavigatable water vessel with an open central bay and lowering cablesoperable to support objects at various heights within the bay, whereinduring the providing the pipe step the pipe is secured to thenavigatable water vessel using the lowering cables, and the pipe remainssecured to the lowering cables during the step of securing the keepercables.

Aspects of the systems and methods described may have one or more of thefollowing advantages: a continuous offset staved cold water pipe islighter than segmented pipe construction; a continuous offset stavedcold water pipe has less frictional losses than a segmented pipe;individual staves can be sized for easy transportation to the OTEC plantoperational site; staves can be constructed to desired buoyancycharacteristics; OTEC power production requires little to no fuel costsfor energy production; the low pressures and low temperatures involvedin the OTEC heat engine reduce component costs and require ordinarymaterials compared to the high-cost, exotic materials used in highpressure, high temperature power generation plants; plant reliability iscomparable to commercial refrigeration systems, operating continuouslyfor several years without significant maintenance; reduced constructiontimes compared to high pressure, high temperature plants; and safe,environmentally benign operation and power production. Additionaladvantages may include increased net efficiency compared to traditionalOTEC systems, lower sacrificial electrical loads, reduced pressure lossin warm and cold water passages, modular components, less frequentoff-grid production time, minimal heave and reduced susceptibility towave action, discharge of cooling water below surface levels, intake ofwarm water free from interference from cold water discharge, andcustomize-able pipe stiffness over the entire length of pipe to matchbathymetric current conditions of the operating site.

Cold water pipe assemblies and methods of cold water pipe fabricationand assembly described herein can be used to create strong, relativelylightweight cold water pipes having increased flexibility over certainconventional cold water pipes by creating a composite cold water pipethat is able to transfer loads throughout the pipe. By forming coldwater pipes of stave segments using the methods described herein, coldwater pipes can be assembled and transported more efficiently and atlower costs by reducing the overall size of the cold water pipecomponents.

The cold water pipe systems and assembly methods described herein canenable a cold water pipe to be assembled at its location of future useafter the floating platform with which the cold water pipe will be usedis fully assembled. Such assembly methods typically do not disrupt otherOTEC system installation operations. Further, the assembly methods andsystems described herein can allow the cold water pipe to be assembledmore quickly than some other conventional methods (e.g., in less than aweek) and can require less extensive equipment (e.g., without the use ofa heavy-lift crane ship or barge). The cold water pipe installationmethods can also enable the cold water pipe to be detached and retractedfrom the spar after installation (e.g., retracted from a receptacleorifice in the bottom of the spar) and retrieved for reuse with anothersimilarly configured OTEC platform when the original spar is taken outof service.

The cold water pipe assembly forms a single, very large diameter pipe.The cold water pipe assembly and installation methods enable the securejoining and bonding of the staves to a pre-fabricated bell mouth at thebottom of the cold water pipe. The flow velocity at the bell mouthopening at the bottom of the cold water pipe helps to keep the intakeflow at the cold water pipe inlet to within standards set by someregulatory agencies or governments. For example, in some embodiments,the intake flow is 0.5 feet per second or less, which complies withSection 316(a) of the Federal Water Pollution Control Act of 1972 (CleanWater Act), 33 U.S.C. § 1251.

The details of one or more embodiments are set forth in the accompanyingdrawings and the description below. Other aspects, features, andadvantages of the disclosure will be apparent from the description anddrawings, and from the claims.

DESCRIPTION OF DRAWINGS

FIG. 1 illustrates an exemplary OTEC heat engine.

FIG. 2 illustrates an exemplary OTEC power plant.

FIG. 3 illustrates an OTEC structure.

FIG. 4 illustrates an offset staved pipe of an OTEC structure.

FIG. 5 illustrates an example of a gimbaled pipe connection.

FIG. 6 illustrates a cold water pipe connection.

FIG. 7 illustrates a cold water pipe connection.

FIG. 8 illustrates a method of a cold water pipe connection.

FIG. 9 illustrates a cold water pipe assembly platform.

FIG. 10 illustrates an assembly gantry of the assembly site of FIG. 9.

FIGS. 11A and 11B illustrate cable systems used to operate the assemblygantry of FIG. 10.

FIGS. 12A-12D illustrate lowering a cold water pipe bell mouth intowater using a barge crane and transferring the bell mouth to loweringcables of the assembly gantry.

FIG. 13 a schematic view of cables used to suspend a cold water pipeduring assembly.

FIGS. 14A-14C illustrate installing a cold water pipe connection on thecold water pipe of FIG. 10.

FIGS. 15A-15C illustrate lowering a cold water pipe bell mouth intowater using a platform crane and transferring the bell mouth to a barge.

FIGS. 16A-16C illustrate forming a cold water pipe by assembling stavepipe segments using a platform crane.

FIGS. 17A-17C illustrate installing a cold water pipe connection on thecold water pipe of FIGS. 15A-15C.

FIGS. 18A-18E illustrate detaching the cold water pipe from barge andattaching the cold water pipe to an OTEC structure.

FIGS. 19A-19B illustrate an exemplary OTEC heat engine.

DETAILED DESCRIPTION

This disclosure relates to electrical power generation using OceanThermal Energy Conversion (OTEC) technology. Aspects of the disclosurerelate to a floating OTEC power plant having improved overallefficiencies with reduced parasitic loads, greater stability, lowerconstruction and operating costs, and improved environmental footprintover previous OTEC power plants. Other aspects include large volumewater conduits that are integral with the floating structure. Modularityand compartmentation of the multi-stage OTEC heat engine reducesconstruction and maintenance costs, limits off-grid operation andimproves operating performance. Still further aspects provide for afloating platform having integrated heat exchange compartments andprovides for minimal movement of the platform due to wave action. Theintegrated floating platform may also provide for efficient flow of thewarm water or cool water through the multi-stage heat exchanger,increasing efficiency and reducing the parasitic power demand. Aspectsof the systems and methods described promote a neutral thermal footprintby discharging warm and cold water at appropriate depth/temperatureranges. Energy extracted in the form of electricity reduces the bulktemperature to the ocean.

OTEC is a process that uses heat energy from the sun that is stored inthe Earth's oceans to generate electricity. OTEC utilizes thetemperature difference between the warmer, top layer of the ocean andthe colder, deep ocean water. Typically this difference is at least 36°F. (20° C.). These conditions exist in tropical areas, roughly betweenthe Tropic of Capricorn and the Tropic of Cancer, or even 20° north andsouth latitude. The OTEC process uses the temperature difference topower a Rankine cycle, with the warm surface water serving as the heatsource and the cold deep water serving as the heat sink. Rankine cycleturbines drive generators which produce electrical power.

FIG. 1 illustrates a typical OTEC Rankine cycle heat engine 10 whichincludes warm sea water inlet 12, evaporator 14, warm sea water outlet15, turbine 16, cold sea water inlet 18, condenser 20, cold sea wateroutlet 21, working fluid conduit 22 and working fluid pump 24.

In operation, heat engine 10 can use any one of a number of workingfluids, for example commercial refrigerants such as ammonia. Otherworking fluids can include propylene, butane, R-22 and R-134a. Othercommercial refrigerants can be used. Warm sea water betweenapproximately 75° and 85° F., or more, is drawn from the ocean surfaceor just below the ocean surface through warm sea water inlet 12 and inturn warms the ammonia working fluid passing through evaporator 14. Theammonia boils to a vapor pressure of approximately 9.3 atm. The vapor iscarried along working fluid conduit 22 to turbine 16. The ammonia vaporexpands as it passes through the turbine 16, producing power to drive anelectric generator 25. The ammonia vapor then enters condenser 20 whereit is cooled to a liquid by cold sea water drawn from a deep ocean depthof approximately 3000 ft. The cold sea water enters the condenser at atemperature of approximately 40° F. The vapor pressure of the ammoniaworking fluid at the temperature in the condenser 20, approximately 51°F., is 6.1 atm. Thus, a significant pressure difference is available todrive the turbine 16 and generate electric power. As the ammonia workingfluid condenses, the liquid working fluid is pumped back into theevaporator 14 by working fluid pump 24 via working fluid conduit 22.

The heat engine 10 of FIG. 1 is essentially the same as the Rankinecycle of most steam turbines, except that OTEC differs by usingdifferent working fluids and lower temperatures and pressures. The heatengine 10 of the FIG. 1 is also similar to commercial refrigerationplants, except that the OTEC cycle is run in the opposite direction sothat a heat source (e.g., warm ocean water) and a cold heat sink (e.g.,deep ocean water) are used to produce electric power.

FIG. 2 illustrates the typical components of a floating OTEC facility200, which include: the vessel or platform 210, warm sea water inlet212, warm water pump 213, evaporator 214, warm sea water outlet 215,turbo-generator 216, cold water pipe 217, cold sea water inlet 218, coldwater pump 219, condenser 220, cold sea water outlet 221, working fluidconduit 222, working fluid pump 224, and pipe connections 230. OTECfacility 200 can also include electrical generation, transformation andtransmission systems, position control systems such as propulsion,thrusters, or mooring systems, as well as various auxiliary and supportsystems (for example, personnel accommodations, emergency power, potablewater, black and grey water, fire fighting, damage control, reservebuoyancy, and other common shipboard or marine systems.).

Implementations of OTEC power plants utilizing the basic heat engine andsystem of FIGS. 1 and 2 have a relatively low overall efficiency of 3%or below. Because of this low thermal efficiency, OTEC operationsrequire the flow of large amounts of water through the power system perkilowatt of power generated. This in turn requires large heat exchangershaving large heat exchange surface areas in the evaporator andcondensers.

Such large volumes of water and large surface areas require considerablepumping capacity in the warm water pump 213 and cold water pump 219,reducing the net electrical power available for distribution to ashore-based facility or on board industrial purposes. Moreover, thelimited space of most surface vessels does not easily facilitate largevolumes of water directed to and flowing through the evaporator orcondenser. Indeed, large volumes of water require large diameter pipesand conduits. Putting such structures in limited space requires multiplebends to accommodate other machinery. And the limited space of typicalsurface vessels or structures does not easily facilitate the large heatexchange surface area required for maximum efficiency in an OTEC plant.Thus the OTEC systems and vessel or platform have traditionally beenlarge and costly. This has led to an industry conclusion that OTECoperations are a high cost, low yield energy production option whencompared to other energy production options using higher temperaturesand pressures.

Aspects of the systems and methods described address technicalchallenges in order to improve the efficiency of OTEC operations andreduce the cost of construction and operation.

The vessel or platform 210 requires low motions to minimize dynamicforces between the cold water pipe 217 and the vessel or platform 210and to provide a benign operating environment for the OTEC equipment inthe platform or vessel. The vessel or platform 210 should also supportcold sea water inlet 218 and warm sea water inlet 212 volume flows,bringing in sufficient cold and warm water at appropriate levels toprovide OTEC process efficiency. The vessel or platform 210 should alsoenable cold and warm water discharge via cold water outlets 221 and warmwater outlets 215 well below the waterline of vessel or platform 210 toavoid thermal recirculation into the ocean surface layer. Additionally,the vessel or platform 210 should survive heavy weather withoutdisrupting power generating operations.

The OTEC heat engine 10 should utilize a highly efficient thermal cyclefor maximum efficiency and power production. Heat transfer in boilingand condensing processes, as well as the heat exchanger materials anddesign, limit the amount of energy that can be extracted from each poundof warm seawater. The heat exchangers used in the evaporator 214 and thecondenser 220 require high volumes of warm and cold water flow with lowhead loss to minimize parasitic loads. The heat exchangers also requirehigh coefficients of heat transfer to enhance efficiency. The heatexchangers can incorporate material and design that may be tailored tothe warm and cold water inlet temperatures to enhance efficiency. Theheat exchanger design should use a simple construction method withminimal amounts of material to reduce cost and volume.

Turbo generators 216 should be highly efficient with minimal internallosses and may also be tailored to the working fluid to enhanceefficiency

FIG. 3 illustrates an implementation that enhances the efficiency ofprevious OTEC power plants and overcomes many of the technicalchallenges associated therewith. This implementation comprises a sparfor the vessel or platform, with heat exchangers and associated warm andcold water piping integral to the spar.

OTEC spar 310 houses an integral multi-stage heat exchange system foruse with an OTEC power generation plant. Spar 310 includes a submergedportion 311 below waterline 305. Submerged portion 311 comprises warmwater intake portion 340, evaporator portion 344, warm water dischargeportion 346, condenser portion 348, cold water intake portion 350, coldwater pipe 217, cold water discharge portion 352, machinery deck portion354. The spar 310 also includes a deck house 360 that overlies thesubmerged portion.

In operation, warm sea water of between 75° F. and 85° F. is drawnthrough warm water intake portion 340 and flows down the spar thoughstructurally integral warm water conduits not shown. Due to the highvolume water flow requirements of OTEC heat engines, the warm waterconduits direct flow to the evaporator portion 344 of between 500,000gpm and 6,000,000 gpm. Such warm water conduits have a diameter ofbetween 6 ft and 35 ft, or more. Due to this size, the warm waterconduits are vertical structural members of spar 310. Warm waterconduits can be large diameter pipes of sufficient strength tovertically support spar 310. Alternatively, the warm water conduits canbe passages integral to the construction of the spar 310.

Warm water then flows through the evaporator portion 344 which housesone or more stacked, multi-stage heat exchangers for warming a workingfluid to a vapor. The warm sea water is then discharged from spar 310via warm water discharge 346. Warm water discharge can be located ordirected via a warm water discharge pipe to a depth at or close to anocean thermal layer that is approximately the same temperature as thewarm water discharge temperature to minimize environmental impacts. Thewarm water discharge can be directed to a sufficient depth to reduce thelikelihood of thermal recirculation with either the warm water intake orcold water intake.

Cold sea water is drawn from a depth of between 2500 and 4200 ft, ormore, at a temperature of approximately 40° F., via cold water pipe 217.The cold sea water enters spar 310 via cold water intake portion 350.Due to the high volume water flow requirements of OTEC heat engines, thecold sea water conduits direct flow to the condenser portion 348 ofbetween 500,000 gpm and 6,000,000 gpm. Such cold sea water conduits havea diameter of between 6 ft and 35 ft, or more. Due to this size, thecold sea water conduits are vertical structural members of spar 310.Cold water conduits can be large diameter pipes of sufficient strengthto vertically support spar 310. Alternatively, the cold water conduitscan be passages integral to the construction of the spar 310. Cold seawater then flows upward to stacked multi-stage condenser portion 348,where the cold sea water cools a working fluid to a liquid. The cold seawater is then discharged from spar 310 via cold sea water discharge 352.Cold water discharge can be located or directed via a cold sea waterdischarge pipe to depth at or close to an ocean thermal layer that isapproximately the same temperature as the cold sea water dischargetemperature. The cold water discharge can be directed to a sufficientdepth to reduce the likelihood of thermal recirculation with either thewarm water intake or cold water intake.

Machinery deck portion 354 can be positioned vertically between theevaporator portion 344 and the condenser portion 348. Positioningmachinery deck portion 354 beneath evaporator portion 344 allows nearlystraight line warm water flow from intake, through the multi-stageevaporators, and to discharge. Positioning machinery deck portion 354above condenser portion 348 allows nearly straight line cold water flowfrom intake, through the multi-stage condensers, and to discharge.Machinery deck portion 354 includes turbo-generators 356. In operation,warm working fluid heated to a vapor from evaporator portion 344 flowsto one or more turbo-generators 356. The working fluid expands inturbo-generator 356 thereby driving a turbine for the production ofelectrical power. The working fluid then flows to condenser portion 348where it is cooled to a liquid and pumped to evaporator portion 344.

The performance of heat exchangers is affected by the availabletemperature difference between the fluids as well as the heat transfercoefficient at the surfaces of the heat exchanger. The heat transfercoefficient generally varies with the velocity of the fluid across theheat transfer surfaces. Higher fluid velocities require higher pumpingpower, thereby reducing the net efficiency of the plant. A hybridcascading multi-stage heat exchange system facilitates lower fluidvelocities and greater plant efficiencies. The stacked hybrid cascadeheat exchange design also facilitates lower pressure drops through theheat exchanger. The vertical plant design facilitates lower pressuredrop across the whole system. A hybrid cascading multi-stage heatexchange system is described in U.S. Patent Publication No. US2011/0173979 A1, entitled “Ocean Thermal Energy Conversion Plant,” filedon Jan. 21, 2010 and concurrently with the present application, theentire contents of which are incorporated herein by reference andattached hereto as Appendix A.

As described above, OTEC operations require a source of cold water at aconstant temperature. Variations in the cooling water can greatlyinfluence the overall efficiency of the OTEC power plant. As such, waterat approximately 40° F. is drawn from depths of between 2700 ft and 4200ft or more. A long intake pipe is needed to draw this cold water to thesurface for use by the OTEC power plant. Such cold water pipes have beenan obstacle to commercially viable OTEC operations because of the costin constructing a pipe of suitable performance and durability.

The cold water pipe (“CWP”) is used to draw water from the cold waterreservoir at an ocean depth of between 2700 ft and 4200 ft or more. Thecold water is used to cool and condense to a liquid the vaporous workingfluid emerging from the power plant turbine. The cold water pipe and itsconnection to the vessel or platform are configured to withstand thestatic and dynamic loads imposed by the pipe weight, the relativemotions of the pipe and platform when subjected to wave and currentloads of up to 100-year-storm severity, and the collapsing load inducedby the water pump suction. The cold water pipe is sized to handle therequired water flow with low drag loss, and is made of a material thatis durable and corrosion resistant in sea water.

The cold water pipe length is defined by the need to draw water from adepth where the temperature is approximately 40° F. The cold water pipelength can be between 2000 feet and 4000 ft or more. In aspects of thepresent systems and methods described, the cold water pipe can beapproximately 3000 feet in length.

The cold water pipe diameter is determined by the power plant size andwater flow requirements. The water flow rate through the pipe isdetermined by the desired power output and OTEC power plant efficiency.The cold water pipe can carry cold water to the cold water conduit ofthe vessel or platform at a rate of between 500,000 gpm and 3,500,000gpm, or more. Cold water pipe diameters can be between 6 feet and 35feet or more. In aspects of the present disclosure, the cold water pipediameter is approximately 31 feet in diameter.

Previous cold water pipe designs specific to OTEC operations haveincluded a sectional construction. Cylindrical pipe sections of between10 and 80 feet in length were bolted or joined together in series untila sufficient length was achieved. Using multiple cylindrical pipesections, the cold water pipe could be assembled near the plant facilityand the fully constructed pipe could be upended and installed. Thisapproach had significant drawbacks including stress and fatigue at theconnection points between pipe sections. Moreover, the connectionhardware added to the overall pipe weight, further complicating thestress and fatigue considerations at the pipe section connections andthe connection between the fully assembled cold water pipe and the OTECplatform or vessel.

Referring to FIG. 4, a continuous offset staved cold water pipe isshown. The cold water pipe 217 is free of the sectional joints presentin previous cold water pipe designs, instead utilizing an offset staveconstruction. The cold water pipe 217 includes a top end portion 452 forconnection to the submerged portion of the floating OTEC platform 411.Opposite top end portion 452 is bottom portion 454, which can include aballast system, an anchoring system, and/or an intake screen.

Cold water pipe 217 comprises a plurality of offset staves assembled toform a cylinder. In some embodiments, the plurality of offset stavesincludes alternating multiple first staves 465 and multiple secondstaves 467. Each first stave includes a top edge 471 and a bottom edge472. Each second stave includes a top edge 473 and a bottom edge 474. Ina some embodiments, second stave 467 is vertically offset from anadjacent first stave portion 465 such that top edge 473 (of second staveportion 467) is between 3% and 97% vertically displaced from the topedge 471 (of first stave portion 465). The offset between adjacentstaves can be approximately, 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45%,50% or more.

Individual staves of cold water pipe 217 can be made from polyvinylchloride (PVC), chlorinated polyvinyl chloride (CPVC), fiber reinforcedplastic (FRP), reinforced polymer mortar (RPMP), polypropylene (PP),polyethylene (PE), cross-linked high-density polyethylene (PEX),polybutylene (PB), acrylonitrile butadiene styrene (ABS); polyurethane,polyester, fiber reinforced polyester, vinyl ester, reinforced vinylester, concrete, ceramic, or a composite of one or more thereof.Individual staves can be molded, extruded, or pulltruded using standardmanufacturing techniques. In some embodiments, individual staves arepulltruded to the desired shape and form and comprise a fiber or nylonreinforced vinyl ester. Vinyl esters are available from Ashland Chemicalof Covington, Ky.

In some embodiments, staves are bonded to adjacent staves using asuitable adhesive. For example, staves comprising a reinforced vinylester are bonded to adjacent staves using a vinyl ester resin.

The staved design accounts for adverse shipping and handling loadstraditionally experienced by segmented pipe construction. For example,towing and upending of traditionally constructed segmented cold waterpipes imposes hazardous loads on the pipe.

Staved construction allows offsite manufacturing of multiple staves of40 to 50 ft lengths. Each stave is approximately 52 inches wide and 1 to6 inches thick. The staves can be shipped in stacks or containers to theoffshore platform and the cold water pipe can then be constructed on theplatform from the multiple staves. This eliminates the need for aseparate facility to assemble pipe sections.

Further details of cold water pipe construction and performance aredescribed in U.S. Patent Publication No. US 2011/0173978 A1, entitled“Ocean Thermal Energy Conversion Power Plant Cold Water Pipe,” filed onJan. 21, 2010, the entire contents of which are incorporated herein byreference and attached hereto as Appendix B.

The connection between the cold water pipe 217 and the spar submergedportion 311 presents construction, maintenance and operationalchallenges. For example, the cold water pipe is a 2000 ft to 4000 ftvertical column suspended in the dynamic ocean environment. The platformor vessel to which the cold water pipe connects is also floating in thedynamic ocean environment. Moreover, the pipe is ideally connected belowthe waterline, and, in some embodiments, well below the waterline andclose to the bottom of the vessel. Maneuvering the fully assembled pipeinto the proper position and securing the pipe to the vessel or platformis a difficult task.

The cold water pipe connection supports the static weight of the pipesuspended from the platform and accounts for the dynamic forces betweenthe platform and the suspended pipe due to wave action, pipe vibration,and pipe movement.

Various OTEC cold water pipe connections, including gimbal, ball andsocket, and universal connections, are disclosed in Section 4.5 of“Renewable Energy from the Ocean, a Guide to OTEC” William Avery andChih Wu, Oxford University Press, 1994, incorporated herein byreference. Only the gimbal connection was operationally tested andincluded a two-axis gimbal allowing for 30° of rotation. As described inAvery and Wu, in the plane of the gimbal, a spherical shell formed thetop of the pipe. A cylindrical cap with a flat ring of nylon and Teflonprovided a sliding seal between the cold water in the pipe and thesurrounding platform structure. The gimbaled pipe connection 500 isillustrated in FIG. 5.

Previous cold water pipe connections were designed for traditional hullforms and platforms that exhibit greater vertical displacement due toheave and wave action than spar platforms. One of the significantadvantages of using the spar buoy as the platform is that doing soresults in relatively small rotations between the spar itself and thecold water pipe even in the most severe 100-year storm conditions. Inaddition, the vertical and lateral forces between the spar and the coldwater pipe are such that the downward force between the spherical balland its seat keeps the bearing surfaces in contact at all times. In someembodiments, the downward force between the cold water pipe and theconnection bearing surface is between 0.4 g and 1.0 g. Because thisbearing, which also acts as the water seal, does not come out of contactwith its mating spherical seat there is reduced or no need to install amechanism to hold the cold water pipe in place vertically. This helps tosimplify the spherical bearing design and also minimizes the pressurelosses that would otherwise be caused by any additional cold water piperestraining structures or hardware. The lateral forces transferredthrough the spherical bearing are also low enough that they can beadequately accommodated without the need for vertical restraint of thecold water pipe.

Aspects of the present systems and methods described allow for verticalinsertion of the cold water pipe upwardly through the bottom of theplatform. This is accomplished by lifting the fully assembled cold waterpipe into position from below the platform. This facilitatessimultaneous construction of the platform and pipe as well as providingfor easy installation and removal of the cold water pipe formaintenance. Referring to FIG. 3, cold water pipe 217 connects to thesubmerged portion 311 of spar platform 310 at cold water pipe connection375. The cold water pipe connects using a dynamic bearing with thebottom portion of the OTEC spar of FIG. 3.

In some embodiments, a cold water pipe connection is provided comprisinga pipe collar seated via a spherical surface to a movable detent. Themovable detent is coupled to the base of the spar platform.Incorporating the movable detent allows for vertical insertion andremoval of the cold water pipe into and from the cold water pipereceiving bay.

FIG. 6 illustrates an exemplary system wherein cold water pipeconnection 375 includes pipe receiving bay 776 comprising bay walls 777and detent housings 778. Receiving bay 776 further comprises receivingdiameter 780, which is defined by the length of the diameter between baywalls 777. In some embodiments, the receiving diameter is larger thanthe outer collar diameter 781 of cold water pipe 217.

Cold water pipe connection 375 and the lower portion of spar 311 caninclude structural reinforcement and supports to bear the weight anddynamic forces imposed on and transferred to spar 311 by cold water pipe217 once suspended.

Referring to FIG. 7, cold water pipe connection 375 includes detenthousing 778 and movable detent 840, which is mechanically coupled to thedetent housing 778 to allow for movement of detent 840 from a firstposition to a second position. In a first position, movable detent 840is housed within detent housing 778 such that the detent 840 does notprotrude inwardly toward the center of the receiving bay 776 and remainsoutside of receiving diameter 780. In the first position, the top endportion 385 of cold water pipe 217 can be inserted into the pipereceiving bay 776 without interference from the moveable detent 840. Insome embodiments, movable detent 840 can be housed in a first positionsuch that no aspect of the movable detent 840 protrudes inwardly towardthe center of receiving bay 776 past the outer collar diameter 781. Insome embodiments, movable detent 840 in a first position does notinterfere with the vertical movement of cold water pipe 217 throughreceiving bay 776.

In a second position, movable detent 840 extends beyond detent housing778 and protrudes inwardly toward the center of receiving bay 776. Inthe second position, movable detent 840 extends inwardly past the outercollar diameter 781. Movable detent 840 can be adjusted or moved from afirst position to a second position using hydraulic actuators, pneumaticactuators, mechanical actuators, electrical actuators,electro-mechanical actuators, or a combination of the above.

Movable detent 840 includes a partial spherical or arcuate bearingsurface 842. Arcuate bearing surface 842 is configured to provide adynamic bearing to cold water pipe bearing collar 848 when movabledetent 840 is in a second position.

Cold water pipe bearing collar 848 includes collar bearing surface 849.Arcuate bearing surface 842 and collar bearing surface 849 can becooperatively seated to provide a dynamic bearing to support thesuspended weight of cold water pipe 217. Additionally, arcuate bearingsurface 842 and collar bearing surface 849 are cooperatively seated toaccount for relative motion between the cold water pipe 217 and theplatform 310 without unseating the cold water pipe 217. Arcuate bearingsurface 842 and collar bearing surface 849 are cooperatively seated toprovide a dynamic seal so that relatively warm water cannot enter pipereceiving bay 776 and ultimately cold water intake 350 once the coldwater pipe 217 is connected to the platform 310 via cold water pipeconnection 375. Once cold water pipe 217 is suspended, cold water isdrawn through the cold water pipe via one or more cold water pumps andflows via one or more cold water passages or conduits to the condenserportion of a multi-stage OTEC power plant.

Arcuate bearing surface 842 and collar bearing surface 849 can betreated with a coating such as a Teflon coating to prevent galvanicinteraction between the two surfaces.

It will be appreciated that any combination of a dynamic bearing surfaceand a movable detent or pinion to connect the cold water pipe to thefloating platform are contemplated in the claims and the disclosureherein. For example, the arcuate bearing surface can be positioned abovethe movable detent, the arcuate bearing surface can be positioned to theside of the movable detent, or even below the movable detent. Themovable detent can be integral to the bottom portion of the floatingplatform as described above. The movable detent can be integral to thecold water pipe.

FIG. 8 illustrates an exemplary method of fabricating and assembling acold water pipe. The method includes fabricating the cold water pipecomponents and installation equipment and preparing the components forassembly in a staging area of an assembly site (e.g., on a floatingbarge). Once the cold water pipe components are properly staged on thefloating barge, the cold water pipe can be assembled using equipment onthe floating barge and/or the floating platform.

Example 1: Cold Water Pipe Assembly

Component and Assembly Equipment Fabrication

Prior to cold water pipe assembly and connection to the spar platform,various components are acquired and/or manufactured.

A floating vessel, such as, for example, a barge (e.g., a tank barge)900 is acquired to serve as an assembly platform for the cold water pipe217. As shown in FIG. 9, a barge 900 including an open central bay (moonpool) 902 is typically used so that materials can be loaded into thewater below the barge from a crane or lowering assembly centrallylocated in the barge, providing protection from the elements andminimizing relative motion between barge and the cold water pipe beinglowered. In some cases, a tank barge is retrofitted to include a moonpool 902. By utilizing a moon pool 902, the barge 900 is better balancedduring cold water pipe assembly than a barge that would load equipmentinto the water over the side of the barge. The barge 900 also supportsother assembly equipment or facilities on its deck, such as, forexample, storage areas 904, power generation stations 906, offices 908,a helo deck 910, and a stave laydown rack 912 to hold pipe staves priorto assembly. The barge 900 can be a single floating vessel with a moonpool 902, as shown, or two or more vessels structurally joined with agap between them for lowering the cold water pipe 217. For example, theCrowley 455 Series barge has been used for design development and isabout 400 ft long, about 105 ft wide, about 25 ft deep, has a lightshipdisplacement of about 3,450 long tons, and about 100 long tons ofadditional displacement per inch of immersion.

The barge selected for the assembly process can be different in size,depending on availability, cost, expected environmental conditions, andmaximum allowed motions during assembly. Depending on the type of bargeused, longitudinal strength should be determined and ballasting may berequired in order to remain within allowable longitudinal and transversestrength limits needed to support the assembly equipment.

The barge 900 includes a cold water pipe assembly gantry 914, as shownin FIGS. 9-11B, that is built on the deck of the barge 900 around themoon pool 902 to support various equipment used to assemble the coldwater pipe 217. The exemplary assembly gantry 914 includes or supports abarge crane 916, stave alignment pins 918 along an upper surface of theassembly gantry 914, a stave assembly mandrel 920, two or more workingdecks 922, one or more cold water pipe reinforcement applicators 924,and lowering cables 926A and associate winches 926B, and a release cable928A and associated winch 928B. To prevent the various cables frombinding or getting tangled, the winches 926B, 928B are typically mountedon the barge deck and the cables 926A, 928A are arranged along theassembly gantry 914 using pulleys 930.

Further details of the assembly process are shown in FIGS. 12A-12D and13. During the assembly process, the barge 900 serves as a staging areafor the various components used to form the cold water pipe 217. Asalready discussed, cold water pipe components include, for example,strakes and strake fins, a bell mouth 932, a clump weight 934, andmultiple pipe staves 936. The components are packaged (e.g., in cratesor shipping containers) and shipped to a staging site (e.g., on thebarge).

The pipe's staves 936 are typically 35 to 48 ft long so that they canfit within a standard International Standards Organization (ISO) 40-ftshipping container or a stretched ISO 54-ft container. Each stave 936 isconstructed of a composite skin, such as, for example, a fiberglassreinforced polymer (FRP) and has a foam-filled interior. Staves 936 aredesigned to be joined along each of their longitudinal edges. Thelongitudinal edges have an interlocking interface, such as, for example,a tongue and groove-style joint connection so that they can be joined bysliding one stave longitudinally along an adjacent stave. Thelongitudinal edges of each stave 936 can include channels through whichresin adhesive is applied (e.g., injected) to bind all adjacent edges ina permanent fashion. The end edges of each stave 936 are also designedto join one another. To join the ends of the staves, one end of eachstave can have a tab feature and the other end can have a slot toreceive the tab. In some embodiments, both ends include slots andinserts (e.g., joiners) are inserted into two adjacent slots, similar toa “biscuit-style joint.” Strake fins are typically secured (e.g.,adhered) to the outer surface of the staves 936 during stavemanufacturing.

The prepared pipe staves 936 are packaged and organized in shippingcontainers in sequential order so that, during cold water pipe stagingand assembly, they can be removed in the order that they are to beinstalled. The packaging order and thus the assembly order can beimportant, when staves 936 are intended to form a specific pattern(e.g., to form a spiral) around the cold water pipe 217 or alternativelywhen different length staves 936 are installed. From the shippingcontainers, the staves 936 are individually packaged into stavealignment jigs 948 and organized on the stave laydown rack 912. Eachstave alignment jig 948 is typically a light-weight box into which asingle stave 936, in some cases, with a strake attached, is packaged fortransport from a shore site to the stave laydown rack 912 on theassembly site (e.g., the assembly barge 900) at sea. The top of eachalignment jig 948 includes a lifting eye (offset to be above the centerof gravity so that the jig is vertical when lifted by the crane) and thebottom of each jig 948 includes a flange that mates to protrudingpositioning and lock-down pins 918 positioned along the top of theassembly gantry 914. The assembly gantry 914 includes multiple sets ofpins 918, the number of pins 918 corresponding to the number of pipestaves 936 positioned around the circumference of the cold water pipe217. During installation, the pins 918 lock the base of each alignmentjig 948 in place to provide proper positioning. While the pipe staves936 typically remain in their alignment jigs until installation, othercomponents (e.g., the clump weight 934 and the bell mouth 932) can beremoved from their respective crates and laid out along a lay down areaof the barge 900 to be prepared for assembly.

With the clump weight 934 and bell mouth 932 uncrated and positionedalong a lay down area, they can be connected using multiple cables toform a bell mouth and clump weight assembly 938. The cables are sized sothat the clump weight 934 and bell mouth 932 are about 12 to 36 feetapart from each other when suspended vertically. Attention and cautionshould be taken during assembly to increase the likelihood that cablesare not crossed or tangled when being laid out and connected so that theclump weight 934 will hang properly from the bell mouth 932 when lifted.

Platform Staging

With the cold water pipe components on board the barge 900 and assemblyequipment (e.g., portions of the assembly gantry 914) installed on thebarge 900, the barge 900 can be towed to a platform 210 to beginassembly. Once in place near the platform 210, staging can begin, andvarious pieces of equipment are tested and/or prepared for assembly. Forexample, lowering cable winches 926B and a release cable winch 928B onthe barge 900 undergo run out tests to check that the cables 926A, 928Ahave sufficient travel length to support the length of the cold waterpipe 217 during assembly, are undamaged, and are in all respectssuitable for a safe and secure installation. Run out tests are alsoconducted for one or more barge cranes 916. The run out tests confirmthat the cranes 916 will perform suitably during subsequent processes.

Assembly begins once all testing is performed. First, a lifting andinflatable alignment truss assembly is inserted into the bell mouth 932so the bell mouth and clump weight assembly 938 can be lifted. As shownin FIG. 12A, a hook of a barge crane 916 is lowered through the centerof the inflatable alignment truss assembly and attached to the center ofa lifting pad eye of bell mouth quick release connection devices (or“spreaders”) 940. The spreader 940 spans outward and grips the innerwall of the pipe when the spider release cable 928A is in tension,Spider release cable is also attached at this time so that it goes downthe center of the pipe. The spider release cable is the last cable fromthe barge to be disconnected. It is actually slackened only after theretraction cables from the spar are attached to the lifting lugs on thetop of the CWP. The spider release cable 928A serves as a redundantattachment of the CWP to the barge to prevent loss of the CWP and alsohelps keep the CWP vertically oriented during assembly and lowering.Lowering cables 926A of the assembly gantry 914 are also lowered downthrough the moon pool 902 of the barge 900, pulled to the side of thebarge 900, and lifted over the side of the barge 900. Once removed fromthe water, the lowering cables 926A are connected to the inflatablealignment truss assembly so that the bell mouth and clump weightassembly 938 can be supported by both the barge crane 916 and thelowering cables 926A. As shown in FIG. 12B, the bell mouth and clumpweight assembly 938 is then carefully lifted by the barge crane 916 andslowly lowered into the water next to the barge 900. Once in the water,the barge crane 916 continues to slowly lower the bell mouth and clumpweight assembly 938 until sufficiently deep so that tension can beassumed by drawing up the lowering cables 926A and the bell mouth andclump weight assembly 938 assumes a position below the assembly gantry914 and the moon pool 902, as shown in FIG. 12C. After the bell mouthand clump weight assembly 938 is in position and supported by thelowering cables 926A, the cable attached to the barge crane 916 isreleased (e.g., using divers or a remotely operated release) from thebell mouth and clump weight assembly 938 and retracted back up over theside of the barge 900. As shown in FIG. 12D, with the bell mouth andclump weight assembly 938 supported by only the lowering cables 926A,the bell mouth and clump weight assembly 938 is lifted by the loweringcable winches 926B so that the top of the bell mouth 932 is about 24-48inches above the deck of the barge 900 within the assembly gantry 914.The bell mouth 932 is inspected and cleaned in preparation for the nextstep in the assembly of the cold water pipe.

In some embodiments, a portion of the cold water pipe 217 is installedon the bell mouth 932 when the bell mouth 932 is on barge deck beforebeing placed into the water. To install the portion of the cold waterpipe 217, a series of pipe staves 936 are secured (e.g., using fastenersand adhesives) to the bell mouth 932.

Cold Water Pipe Assembly

Once the assembly gantry 914 is fully assembled and secured to the deck,the cold water pipe 217 can be assembled using the barge crane 916.Using the barge crane 916, as shown in FIG. 10, a first stave alignmentjig 948 a having a stave 936, as shown in FIG. 13, stowed within islifted from the laydown rack 912. The crane positions the base of thealignment jig on one of the sets of pins 918 on the assembly gantry 914.Once in position, the pins 918 are locked and the first stave alignmentjig 948 a is secured to the assembly gantry 914. With the first stavealignment jig 948 a secured to the assembly gantry 914, the barge crane916 releases the first stave alignment jig 948 a and is attached to thestave 936 therein. Once the stave 936 is attached to the barge crane916, the first stave alignment jig 948 a releases the stave 936 and thestave 936 is lowered using the barge crane 916 so that it moves alongthe slides of the first stave alignment jig 948 a and down into theassembly gantry 914. As the stave 936 exits the first stave alignmentjig 948 a, personnel on the working decks 922 of the assembly gantry 914position the stave 936 and the stave 936 is held in place against themandrel 920 by upper and lower padded, drop-down, hinged snubber barsusing the barge crane 916 or by other means such as local mechanisms ateach snubber bar.

With the first stave 936 secured in place, the first stave alignment jig948 a is returned to the stave laydown rack 912 and a second stavealignment jig 948 b is lifted and positioned on a second set of pins 918adjacent to the set of pins on which the first stave alignment jig 948 awas positioned. With the second stave alignment jig 948 b in position onthe pins 918, the second stave alignment jig 948 b is secured to theassembly gantry 914. Once the second stave alignment jig 948 b issecured to the assembly gantry 914, the second stave 936 is lowered intothe assembly gantry 914. Personnel on the working decks 922 position thesecond stave 936 adjacent to the first stave and the second stave isheld in place against the first stave and against the mandrel 920 bymeans of upper and lower padded, drop-down, hinged snubber bars usingthe barge crane 916.

Subsequent, additional stave alignment jigs 948 are lifted and securedto the assembly gantry 914 using pins 918 so that staves 936 can beinstalled in the same manner as the first and second staves. In eachcase, the stave alignment jig 948 that has been emptied of its stave isreturned to the stave laydown rack 912. The staves 936 that form thefirst ring segment of the cold water pipe 217 are typically twodifferent sizes (e.g., full length staves that are 35 to 40 feet longand shortened staves that are 20, 22, 24, 25, 26, 30 or 34 feet long).The different length staves 936 are assembled in an alternating sequenceto create a staggered ring of staves 936. This results in the bottomends of these staves forming flush against the top of the bell mouth932, and the top ends to be staggered.

When all of the staves 936 required to complete a ring portion of thecold water pipe (e.g., 18 staves for a 22 foot diameter cold water pipeor 25 staves for a 31 foot diameter cold water pipe) are in place andform a first stave segment, circumferential tie wraps are fastenedaround the cold water pipe and lightly tensioned. To seal and bond theends of staves 936 of the assembled stave segment, foam (e.g., syntacticfoam) and resin are injected into inlets at the top of the staves 936and flows down channels inside and along the longitudinal edges untilexcess resin flows from small-diameter drains at the base of the staves936. Once resin begins to flow from the drains, injection is stopped andthe stave drains are plugged. With resin injected, the tie wraps aretightened, excess resin can be removed, and the remaining resin isallowed to cure for a period of time, depending on the type of resinused. For example, resins can be used that are cured by application ofUV and/or microwave rays. Such resins can typically be cured in about 90to 210 seconds. In another embodiment, an adhesive bonding resin isapplied in the fabrication process; one side bonded to the longitudinaledge of the stave and the edge yet to be fitted having a peel-away papertape over it. Just prior to fitup of the snap together joint, the paperis peeled away and the adhesive resin is activated.

Once the resin is cured, the tie wraps are removed and the cold waterpipe 217 is lowered so that the ends of the staves 936 (e.g., where thestaves 936 meet the bell mouth 932) are in vertical alignment with thereinforcement applicators 924 at the lower portion of the assemblygantry 214. The reinforcement applicators 924 are configured to rotatearound the cold water pipe 217 and wrap a bonding material, such as acomposite fabric (e.g., resin infused nylon fabrics or pre-impregnatedfabrics), around joints (e.g., the joint between the bell mouth and thefirst stave segment or alternatively joints between staves) to addadditional support and strength and further seal the butt joints in theends of the staves. The fabrics are wrapped around the first stavesegment to overlap the bottom ends of the staves 936 by a distance thatallows for suitable bonding and structural support. Typically, thematerial overlaps the bottom ends of the staves 936 by at least 6 inchesup to about two feet.

The wrapped bonded joint between the bell mouth 932 and the first stavesegment is allowed to cure in the air for a suitable amount of time(e.g., 1.5 to 8 minutes) to increase the likelihood of proper bondingbefore being lowered and submersed into the water. Typically, the bellmouth 932 and the first stave segment are pre-assembled as a subassemblythat can be transported to the cold water pipe assembly site.

Once the bonded joint is sufficiently cured, the bell mouth and clumpweight assembly 938 and bonded partial cold water pipe 217 assembly islowered into the water until the nominal upper end of the cold waterpipe 217 (e.g., the average height of the upper ends of the staves) isaligned with the working decks 922 of the assembly gantry 914 in aposition to receive additional staves 936.

Additional staves 936 are assembled to form subsequent cold water pipesegments. The process of assembling additional stave segments on thecurrent stave end segment is generally the same process discussed abovewith respect to assembling a stave segment onto the bell mouth. Becausethe top of the current stave segment is crenellated with alternatingstaves indented, the staves used can all be the same length in contrastto the assembly of the initial stave segment in which staves ofdifferent lengths are used to create the initial crenellation The staves936 are continuously assembled onto cold water pipe 217 and the coldwater pipe 217 is incrementally lowered and wrapped with bondingmaterial around the ends of the staves 936 according to the processdiscussed above until the cold water pipe 217 is assembled to be adesired final length. When the final pipe length is reached, a topsection (e.g., a prefabricated top section) is attached in a mannersimilar to the attachment of the bell mouth.

In the illustrated embodiment, the top section is a cold water pipeconnection portion 942 that includes a circular metal cage encapsulatedin the fiber and resin composite to form a tapered cylinder. The metalencapsulated within the fiber and resin composite pipe section serves asboth backing structure for the pinions and as structural reinforcementfor the cold water pipe retracted and captured in a recessed cavity inthe bottom of the platform spar. The tapered upper section of the coldwater pipe, known as the cold water pipe connection because it inserts adistance of about 4 to 12 feet into a tapered receptacle in the bottomof the platform spar, can be prefabricated as a single piece assemblythen cut into two or three segments with each segment having one or morehorizontal and vertical metal stiffeners encapsulated by resin andfiber. Typically, the assembly is prefabricated on shore as a finishedsubassembly so that it can be final machined to tightly fit in the steelrecess of the female receptacle in the base of the platform spar. Toreduce the likelihood of misalignment or an otherwise poor fit betweenthe cold water pipe connection and the receptacle, final dimensions ofthe tapered receptacle are typically measured, recorded, and sent to thecold water pipe fabrication facility so that the composite cold waterpipe connection can be made to match and fit snugly into the steelreceptacle. The cold water pipe connection is segmented so that it canbe installed around the lowering cables that extend down the center ofthe cold water pipe. The two joints (i.e., when the cold water pipeconnection is divided into two segments) or three joints (i.e., when thecold water pipe is divided into three segments) typically have the cutedges built back up (e.g., by applying additional material) in thefabrication shop prior to shipping to restore the material removedduring the cutting process. During this restoration, a joint (e.g., alap joint similar to a tongue and groove joint) can be made for strengthand sealing. Alternatively, biscuit slots can be formed along sides ofthe segments in which metal or composite biscuits can be inserted duringfinal assembly.

To add tensile strength to the cold water pipe 217, the ends of thestaves 936 can be fastened (e.g., bolted) together. For example, platescan be used to bolt one stave to another. In some embodiments, platesare used to sandwich an end joint adjoining two pipe staves 936 with aplate on the outer surface of the cold water pipe 217 bolted to a plateon the inner surface of the cold water pipe 217. In some embodiments thetabs used to connect staves (e.g., biscuits) are bolted to the adjoiningstave instead of using additional plates. In some embodiments, the boltsare used instead of the exterior wrapping. In some embodiments, thebolts are used in combination with the exterior wrapping.

Since the cold water pipe 217 is supported from its lower end duringassembly, a buckling or collapsing risk exists, especially as the coldwater pipe 217 becomes very long. As shown in FIG. 13, spreaders 940 canbe positioned along the inner wall of the cold water pipe 217 to preventcollapse of the cold water pipe 217. The spreaders 940 are attached tothe release cable 928A (shown in FIGS. 11A and 13) and provide anoutward force along the inner surface of the cold water pipe 217. Asshown in FIG. 13, the spreaders 940 are spaced apart by a distance(e.g., 50 ft) along the cold water pipe 217 to fairlead the loweringcables 926A. These spreaders are not the same as the bell mouth andclump weight lifting and inflatable alignment truss assembly. However,both rely on release cable 928A. The spreaders 940 reduce the likelihoodof the lowering cables 926A substantially moving horizontally andincrease the likelihood that the force along the lowering cables 926A ismaintained in a vertical direction to avoid long column buckling of thecold water pipe 217. The portions of the spreaders that contact theinner wall of the cold water pipe 217 are contoured to fit the innerwall and typically include pads of a material softer than the cold waterpipe walls (e.g., natural rubber, neoprene or butyl rubber) to preventabrasion or other damage to the cold water pipe 217.

Once the cold water pipe 217 reaches a desired length (e.g., 2650 feetor when the bell mouth is about 3000 feet below the ocean surface), acold water pipe connection portion 942 can be installed on top of thecold water pipe 217 so that the cold water pipe 217 can subsequently beattached to the underside of an OTEC facility 200. The cold water pipewill typically be about 2650 feet long. Using a barge crane or cranes916, the cold water pipe connection portion 942 is lifted using one ormore pad eyes positioned on the top of the cold water pipe connectionportion 942. Typically, there will be several winches or cranes mountedon the barge including at least two simple boom cranes for lifting andpositioning staves 936 in the fixture, and at least one heavy lift boomcrane for cable 928A.

As shown in FIGS. 14A-C, in some embodiments, the cold water pipeconnection portion 942 is in the form of multiple (e.g., two, three,four, five, or more) pieces 942 a, 942 b, 942 c . . . so that the piecescan be assembled on top of the cold water pipe 217 while it is supportedby the cables 926A, 928A running down the inside of the pipe 217.Implementing the cold water pipe connection portion 942 in multiplepieces enables installation of the pieces 942 a, 942 b, 942 c . . .along the top edge of the cold water pipe 217 using the barge crane 916.The individual pieces 942 a, 942 b, 942 c . . . of the cold water pipeconnection portion 942 are lifted using the barge crane 916 and a resinbonding material (e.g., polyurethane, vinylester, polyester) is appliedto the adjoining surfaces of the cold water pipe 217 and the connectionportion 942 and then the connecting portion 942 is placed into positionat the top of the cold water pipe 217. The remaining pieces of the coldwater pipe connection portion 942 are lifted and installed in the samemanner until the entire cold water pipe connection portion 942 isassembled atop the cold water pipe 217. The individual pieces 942 a, 942b, 942 c . . . of the cold water pipe connecting portion 942 can befastened (e.g., bolted) together to provide additional strength. It isenvisioned that a strong mechanically tight joint can be achieved bytorquing the fasteners much like is seen in many brick and stonebuildings from before the turn of the 20th century that have rods runfully through from outside wall to opposite outside wall.

In some embodiments, each piece 942 a, 942 b, 942 c . . . of theconnection portion 942 is secured to the cold water pipe 217 usingadhesive before a next piece is put into place. As shown in FIG. 14B, insome embodiments, each of the pieces 942 a, 942 b, 942 c . . . aretemporarily secured (e.g., using fixturing) so that the entire coldwater pipe connection portion 942 can be fully assembled (e.g., usingfasteners) prior to being secured to the cold water pipe 217 usingadhesive. It is envisioned that a strong mechanically tight joint can beachieved by torquing the fasteners much like is seen in many brick andstone buildings from before the turn of the 20th century that have rodsrun fully through from outside wall to opposite outside wall.

When the cold water pipe connection portion 942 is assembled prior tobeing secured to the cold water pipe 217, the top and outside surfacesof the cold water pipe 217 and the inside surface of the assembled coldwater pipe connection portion 942 are coated with a resin bondingmaterial (e.g., urethane, polyurethane, vinylester, polyester, epoxy)before lowering the cold water pipe connection portion 942 on top of thecold water pipe 217. As shown in FIGS. 14A and 14B, the cold water pipeconnection portion 942 is lowered into place on top of the cold waterpipe 217 and the top of the cold water pipe 217 is inserted into thebottom of the cold water pipe connection portion 942.

As shown in FIG. 14C, once the pieces of the cold water pipe connectionportion 942 are assembled and bonded to the top of the cold water pipe217, the joint is then wrapped with resin impregnated fiber fabric 944in order to reinforce the joint. The fiber fabric 944 is applied tooverlap the joint and taper the reinforcement to form a feathered edgeon both the cold water pipe 217 and cold water pipe connection portion942.

The bonded joint is allowed to cure for approximately 24 hours in airabove the water. Once cured, the entire cold water pipe assembly 217 issubmersed in the water below and lowered beneath the bottom of the barge900 using the lowering cables 926A for subsequent attachment to afloating platform 210.

Example 2: Cold Water Pipe Assembly

Platform Staging

In some embodiments, equipment positioned along a floating platform 210can be used to assemble the cold water pipe 217. In such embodiments,once the cold water pipe components (e.g., pipe staves 936, bell mouth932, and clump weight 934) and assembly equipment (e.g., loweringwinches 926B) are on board the barge 900 and ready for assembly, thebarge 900 can be towed to a platform 210 for cold water pipe assembly.Once in place near the platform 210, staging can begin and variouspieces of equipment are tested and/or prepared for assembly. Forexample, the lowering winches 926B on the barge 900 undergo a run outtest to check that the lowering cables 926A have sufficient travellength to support the length of the cold water pipe 217 during assembly.

Run out tests are also conducted for a platform crane 946 positioned onthe floating platform 210. The run out test confirms that the platformcrane 946 will perform suitably during subsequent processes. Assemblybegins once the testing is performed, and a lifting and inflatablealignment truss assembly is inserted into the bell mouth 932 so the bellmouth and clump weight assembly 938 can be lifted. A hook of theplatform crane 946 is lowered through the center of the inflatablealignment truss assembly and attached to the center of a lifting pad eyeof the bell mouth and clump weight assembly 938.

With the bell mouth and clump weight assembly 938 attached to theplatform crane 946, the bell mouth and clump weight assembly 938 iscarefully lifted to a height so that the bottom of the clump weight 934clears the deck of the barge 900 by about 3 feet. As shown in FIG. 15A,once the bell mouth and clump weight assembly 938 is lifted from thedeck, the barge 900 is moved so that the drop out center (e.g., moonpool 902) of the barge 900 is positioned under the suspended bell mouthand clump weight assembly 938. In some embodiments, the platform cranemay be attached to the spar, in other embodiments the platform crane maybe attached to the assembly barge. In the former the crane isnumerically referred to as 946. In the latter the crane is numericallyreferred to as 916 (see above).

Once the barge 900 is properly positioned under the bell mouth and clumpweight assembly 938, as shown in FIG. 15B, the platform crane 946 lowersthe bell mouth and clump weight assembly 938 through the drop out centerof laydown barge 900 until lifting pad eyes installed on a flange ofbell mouth 932 are positioned at a height that is near the waist-heightof worker on deck of barge (e.g., 24-36 inches from the deck). With thebell mouth 932 positioned at a suitable height, the ends of the loweringcables 926A are attached to the four lifting pad eyes of the bell mouthflange.

With the bell mouth 932 connected to the lowering cables 926A, theweight of the bell mouth and clump weight assembly 938 is transferredfrom the platform crane 946 to the lowering cables 926A so that coldwater pipe 217 can be assembled. To transfer weight, as shown in FIG.15C, the platform crane 946 slowly lowers the platform crane hook toincrease tension in the lowering cables 926A until the weight of thebell mouth and clump weight assembly 938 is substantially completelysupported by the lowering cables 926A attached to the lifting pad eyes.

Still referring to FIG. 15C, using the lowering cables 926A, the bellmouth and clump weight assembly 938 is lowered until the top of theclump weight 934 is about 20 feet beneath the bottom of the laydownbarge 900. One or more deployed divers then detach the platform cranehook from the pad eye on the bell mouth 932 so that the platform cranehook can be raised above the bell mouth and clump weight assembly 938.With the bell mouth and clump weight assembly 938 now supported only bythe lowering cables 926A, the bell mouth and clump weight assembly 938is lowered so that the top of the bell mouth 932 is about 24-36 inchesabove the deck of the barge 900.

Cold Water Pipe Assembly & Installation

With the bell mouth 932 in proper position with respect to the bargedeck and the platform crane 946 detached from the bell mouth 932, a coldwater pipe assembly guide ring can be installed on the deck. Using theplatform crane 946, a first segment of the cold water pipe assemblyguide ring is lifted and placed on the barge deck at edge of drop outcenter and then fastened (e.g., bolted) to deck support structure.

Using the platform crane 946, a second segment of the cold water pipeassembly guide ring is lifted and positioned into place abutting thefirst segment of the cold water pipe assembly guide ring and the firstand second segments are fastened (e.g., bolted) together and to decksupport structure.

Remaining segments of the cold water pipe assembly guide ring are liftedand placed into position and then fastened (e.g., bolted) together andto deck support structure until entire ring is assembled and secured tothe barge deck.

Once the cold water pipe assembly guide ring is fully assembled andsecured to the deck, the platform crane hook is replaced with a stavelifting grip-clamp attachment so that staves 936 can be lifted andhandled by the platform crane 946.

Using the platform crane 946, as shown in FIG. 16A, a first stave islifted by its top end and moved into position in the cold water pipeassembly guide ring. To install the first stave 936, a bottom end of thefirst stave 936 is aligned with an alignment tab on top of the bellmouth and clump weight assembly 938 and the stave 936 is lowered so thatthe bottom end aligns with the alignment tab. Once lowered intoposition, the first stave is retained in place and clamped to the coldwater pipe assembly guide ring.

Using the platform crane 946, a second stave is lifted by its top endand moved into place in the cold water pipe assembly guide ring. Beforethe first and second staves are attached to each other, bondingmaterial, such as an adhesive (e.g., epoxy), is applied along thelongitudinal edge of the second stave which is adjacent to first stave.

With adhesive applied to the second stave, the first and second stavesare attached to each other using self-retaining mating features of eachstave. The self-retaining features can include “snap-in” mechanisms thathold the staves together once they have been connected.

As shown in FIG. 16B, additional staves 936 are lifted by the platformcrane 946 and lowered into position to receive adhesive along theirlongitudinal edges, and “snapped-in” to engage adjacent staves 936. Theadditional staves 936 are installed and assembled until a solid ringsection of pipe (a first stave segment) is formed, as shown in FIG. 16C.As shown, the staves 936 are assembled in a staggered manner to allowfor distributing tensile forces along the cold water pipe 217.

Once the first stave segment is formed, a bonding material 944, such asa composite fabric (e.g., resin infused nylon fabrics or pre-impregnatedfabrics), is wrapped around the joint between the bell mouth 932 and thefirst stave segment to add additional support and strength. Thecomposite fabrics 944 are wrapped around the first stave segment tooverlap the bottom ends of the staves 936 by a distance that allows forsuitable bonding and structural support. Typically, the materialoverlaps the bottom ends of the staves 936 by at least about two feet.

The wrapped bonded joint between the bell mouth 932 and the first stavesegment is allowed to cure in the air for a suitable amount of time(e.g., 4 to 40 minutes) to increase the likelihood of proper bondingbefore being lowered by the lowering cables 926A and submersed into thewater.

Once the bonded joint is sufficiently cured, the bell mouth and clumpweight assembly 938 and partial cold water pipe assembly 217 is loweredinto the water until the nominal upper end of the pipe (e.g., theaverage height of the upper end of the staves) is about waist high fromthe barge deck (e.g., 24-36 inches).

With the first stave segment complete and lowered toward the water,staves 936 can be lifted to begin assembling the remaining length of thecold water pipe 217. To begin, the platform crane 946 lifts a stave 936by its top end guides the stave 936 into position atop a stave 936 ofthe first stave segment that is at the lowest height of all staves ofthe first stave segment. Similar to the staves of the first segment,adhesive is applied to the longitudinal edges of the subsequent staves.

Additional staves 936 are sequentially lifted and placed atop the lowerstaves, and each stave 936 is placed adjacent to the previouslyinstalled stave 936. After multiple (e.g., three) staves 936 are placedadjacent to each other, a flexible composite rod is passed throughlightening holes in the cross section of the staves 936 to secure themtogether circumferentially. The composite rod passes through a topportion of a lower stave (e.g., a stave of the first staved segment),through a bottom portion of a second stave (e.g., a stave positioned ontop of a stave of the first staved segment), and extends into at leastone other adjacent stave, thereby locking them together. Securingadjacent staves 936 by attaching the bottom end of one stave to the topend of another stave helps to add tensile strength to the cold waterpipe 217.

To seal and bond the ends of staves of the assembled portion of the coldwater pipe 217, foam (e.g., syntactic foam) and resin are injected intoa port in the end of lower positioned stave until it flows out of a portin the end of a higher positioned stave.

After the bonding material applied between staves and the foam and resinhave been given time to cure appropriately, the cold water pipe 217 islowered deeper into the water and the process of lifting and positioningstaves 936 on top of one another in a circumferential sequence, applyingadhesive along a longitudinal edge of each stave 936 as they are placedinto position, snapping each stave to the adjacent stave, securingadjacent staves together using flexible composite rods, injecting foaminto the staves, and then lowering the cold water pipe 217 is continueduntil the cold water pipe 217 reaches a desired length. As discussedabove, the cold water pipe 217 is periodically wrapped with a bondingmaterial, such as a composite fabric 944 (e.g., resin infused nylonfabrics or pre-impregnated fabrics), to provide additional support andradial strength. Each wrapped portion is allowed to cure before the coldwater pipe 217 is lowered deeper into the water. The composite fabric944 is applied typically every 3-7 ft. (e.g., every 5 ft) along the coldwater pipe 217. When strakes and strake fins are used, in someembodiments, the strakes are applied to the outer surface of the coldwater pipe 217 using adhesives that are allowed to cure before beingsubmerged into the water. In some cases, the strakes are applied to thestaves 936 before the staves 936 are assembled to form the cold waterpipe 217.

Once the cold water pipe 217 reaches a desired length (e.g., 2650 feetlong, or the bottom of the clump weight is 3000 feet beneath the oceansurface), a cold water pipe connection portion 942 can be installed ontop of the cold water pipe 217. Using the platform crane 946, the coldwater pipe connection portion 942 is lifted using a cable sling spreadattached to lifting pad eyes positioned on the top of the cold waterpipe connection portion 942.

The top and outside surfaces of the cold water pipe 217 and the insidesurface of the cold water pipe connection portion 942 are coated withresin bonding material (e.g., urethane, polyurethane, vinylester,polyester, epoxy) before lowering the cold water pipe connection portion942 on top of the cold water pipe 217. As shown in FIGS. 17A and 17B,the cold water pipe connection portion 942 is then lowered into place ontop of the cold water pipe 217 so that the top of the cold water pipe217 is inserted into the bottom of the cold water pipe connectionportion 942.

As shown in FIG. 17C, once the cold water pipe 217 is inserted into thecold water pipe connection portion 942, the joint is then wrapped withresin impregnated fiber fabric 944 in order to reinforce the joint. Thefiber fabric 944 is applied to overlap the joint and taper thereinforcement to form a feathered edge on both the cold water pipe 217and cold water pipe connection portion 942.

The bonded joint is allowed to cure in air above the water forapproximately 24 hours. Once cured, the entire cold water pipe 217 issubmersed in the water and lowered using the lowering cables 926A forsubsequent attachment to a floating platform 210.

Transfer of the Assembled Cold Water Pipe to the Floating Platform

Referring to FIGS. 18A-C, once under water and fully assembled, the coldwater pipe 217 can be detached from the barge 900, transferred to thefloating OTEC spar 310. Transfer and connection of the cold water pipe217 from the barge 900 to the spar 310 will now be described withreference to the assembly platform discussed with respect to FIGS.12A-12D. It is understood, however, that the transfer and connectionprocess is not limited to being used with any specific assemblyplatform.

Initially, an underwater utility vehicle (ROV) is launched and checkedfor functionality, and then is retained underwater in the vicinity ofthe barge 900 but outside the work area.

While the assembled cold water pipe 217 is still attached to the barge900, fixed keeper cables 950 are rigged from within the gantry 914 tothe top of the cold water pipe connection portion 942 at the top of thecold water pipe 217 (FIG. 18A). The keeper cables 950 are sized to allowthe top of the cold water pipe 217 to extend about 600 feet below thewater line, which is several hundred feet below the bottom of the spar310.

Winches 926B and 928B lower the cold water pipe 217 until the weight ofthe cold water pipe 217 is borne by the fixed keeper cables 950. Thelowering cables 926A and the release cable 928A extending from thewinches 926B and 928B are then slackened.

Once the cold water pipe 217 is supported by the fixed keeper cables950, the ROV maneuvers to the top of the cold water pipe 217, and thelowering cables 926A are released from the top of the cold water pipeconnection portion 942 (FIG. 18B).

With the cold water pipe 217 supported by the keeper cables 950, theassembly barge 900 is brought as close as practical and safe alongsidethe spar 310. The spreader support fixture and the spreaders 940 areretracted from the interior of the cold water pipe 217 by winching inthe release cable 928A. During retraction, each of the arms of thespreaders 940 rotates downward and away from the inner wall of the coldwater pipe 217. The detached spreaders 940 are then winched upward, thenstowed as they reach the gantry 914.

When the spreader support fixture and spreaders 940 have been stowed,cold water pipe permanent support cables 952 are extended from insidethe cold water pump room of the spar 310 so as to hang below the spar310 (FIG. 18C). The ROV attaches the slack cold water pipe permanentsupport cables 952 to the top of the cold water pipe connection portion942.

After the slack cold water pipe permanent support cables 952 areattached to the top of the cold water pipe connection portion 942,winches inside the spar cold water pump room draw in the cold water pipepermanent support cables 952 until theses cables 952 bear the entireload of the cold water pipe 217. At this point, the ROV detaches thekeeper cables 950 from the top of the cold water pipe connection portion942 and the keeper cables 950 are withdrawn into the assembly barge 900(FIG. 18D).

Using the cold water pipe permanent support cables 952, the cold waterpipe 217 is then raised into the submerged portion 311 of the spar andis seated in the cold water pipe connection 375 (FIG. 18E).

Movable detents 840 lock the cold water pipe 217 in place within thepipe receiving bay 776 as described above, and the cold water pipe 217is now ready for operation.

It will be appreciated that guide wires, inflation lines, ballast linesand the like should remain unobstructed from each other during movementof the cold water pipe 217. Moreover, the movement of the cold waterpipe 217 should not interfere with the mooring system of the spar 310.

Example 3: Methods of Use

An integrated multi-stage OTEC power plant can produce electricity usingthe temperature differential between the surface water and deep oceanwater in tropical and subtropical regions. Aspects eliminate traditionalpiping runs for sea water by using the off-shore vessel's or platform'sstructure as a conduit or flow passage. Alternatively, the warm and coldsea water piping runs can use conduits or pipes of sufficient size andstrength to provide vertical or other structural support to the vesselor platform. These integral sea water conduit sections or passages serveas structural members of the vessel, thereby reducing the requirementsfor additional steel. As part of the integral sea water passages,multi-stage cabinet heat exchangers provides multiple stages of workingfluid evaporation without the need for external water nozzles or pipingconnections. The integrated multi-stage OTEC power plant allows the warmand cold sea water to flow in their natural directions. The warm seawater flows downward through the vessel as it is cooled before beingdischarged into a cooler zone of the ocean. In a similar fashion, thecold sea water from deep in the ocean flows upward through the vessel asit is warmed before discharging into a warmer zone of the ocean. Thisarrangement avoids the need for changes in sea water flow direction andassociated pressure losses. The arrangement also reduces the pumpingenergy required.

Multi-stage cabinet heat exchangers allow for the use of a hybridcascade OTEC cycle. These stacks of heat exchangers comprise multipleheat exchanger stages or sections that have sea water passing throughthem in series to boil or condense the working fluid as appropriate. Inthe evaporator section the warm sea water passes through the first stagewhere it boils off some of the working fluid as the sea water is cooled.The warm sea water then flows down the stack into the next heatexchanger stage and boils off additional working fluid at a slightlylower pressure and temperature. This occurs sequentially through theentire stack. Each stage or section of the cabinet heat exchangersupplies working fluid vapor to a dedicated turbine that generateselectrical power. Each of the evaporator stages has a correspondingcondenser stage at the exhaust of the turbine. The cold sea water passesthrough the condenser stacks in a reverse order to the evaporators.

Referring to FIGS. 19A and 19B, an exemplary multi-stage OTEC heatengine 710 utilizing a hybrid cascading heat exchange cycles isprovided. Warm sea water is pumped from a warm sea water intake (notshown) via warm water pump 712, discharging from the pump atapproximately 1,360,000 gpm and at a temperature of approximately 79° F.All or parts of the warm water conduit from the warm water intake to thewarm water pump, and from the warm water pump to the stacked heatexchanger cabinet can form integral structural members of the vessel.

From the warm water pump 712, the warm sea water then enters first stageevaporator 714 where it boils a first working fluid. The warm waterexits first stage evaporator 714 at a temperature of approximately 76.8°F. and flows down to the second stage evaporator 715.

The warm water enters second stage evaporator 715 at approximately 76.8°F. where it boils a second working fluid and exits the second stageevaporator 715 at a temperature of approximately 74.5°.

The warm water flows down to the third stage evaporator 716 from thesecond stage evaporator 715, entering at a temperature of approximately74.5° F., where it boils a third working fluid. The warm water exits thethird stage evaporator 716 at a temperature of approximately 72.3° F.

The warm water then flows from the third stage evaporator 716 down tothe fourth stage evaporator 717, entering at a temperature ofapproximately 72.3° F., where it boils a fourth working fluid. The warmwater exits the fourth stage evaporator 717 at a temperature ofapproximately 70.1° F. and then discharges from the vessel. Though notshown, the discharge can be directed to a thermal layer at an oceandepth of or approximately the same temperature as the dischargetemperature of the warm sea water. Alternately, the portion of the powerplant housing the multi-stage evaporator can be located at a depthwithin the structure so that the warm water is discharged to anappropriate ocean thermal layer. In aspects, the warm water conduit fromthe fourth stage evaporator to the warm water discharge of the vesselcan comprise structural members of the vessel.

Similarly, cold sea water is pumped from a cold sea water intake (notshown) via cold sea water pump 722, discharging from the pump atapproximately 855,003 gpm and at a temperature of approximately 40.0° F.The cold sea water is drawn from ocean depths of between approximately2700 and 4200 ft, or more. The cold water conduit carrying cold seawater from the cold water intake of the vessel to the cold water pump,and from the cold water pump to the first stage condenser can comprisein its entirety or in part structural members of the vessel.

From cold sea water pump 722, the cold sea water enters a first stagecondenser 724, where it condenses the fourth working fluid from thefourth stage boiler 717. The cold seawater exits the first stagecondenser at a temperature of approximately 43.5° F. and flows up to thesecond stage condenser 725.

The cold sea water enters the second stage condenser 725 atapproximately 43.5° F. where it condenses the third working fluid fromthird stage evaporator 716. The cold sea water exits the second stagecondenser 725 at a temperature approximately 46.9° F. and flows up tothe third stage condenser.

The cold sea water enters the third stage condenser 726 at a temperatureof approximately 46.9° F. where it condenses the second working fluidfrom second stage evaporator 715. The cold sea water exits the thirdstage condenser 726 at a temperature approximately 50.4° F.

The cold sea water then flows up from the third stage condenser 726 tothe fourth stage condenser 727, entering at a temperature ofapproximately 50.4° F. In the fourth stage condenser, the cold sea watercondenses the first working fluid from first stage evaporator 714. Thecold sea water then exits the fourth stage condenser at a temperature ofapproximately 54.0° F. and ultimately discharges from the vessel. Thecold sea water discharge can be directed to a thermal layer at an oceandepth of or approximately the same temperature as the dischargetemperature of the cold sea water. Alternately, the portion of the powerplant housing the multi-stage condenser can be located at a depth withinthe structure so that the cold sea water is discharged to an appropriateocean thermal layer.

The first working fluid enters the first stage evaporator 714 at atemperature of 56.7° F. where it is heated to a vapor with a temperatureof 74.7° F. The first working fluid then flows to first turbine 731 andthen to the fourth stage condenser 727 where the first working fluid iscondensed to a liquid with a temperature of approximately 56.5° F. Theliquid first working fluid is then pumped via first working fluid pump741 back to the first stage evaporator 714.

The second working fluid enters the second stage evaporator 715 at atemperature approximately 53.0° F. where it is heated to a vapor. Thesecond working fluid exits the second stage evaporator 715 at atemperature approximately 72.4° F. The second working fluid then flow toa second turbine 732 and then to the third stage condenser 726. Thesecond working fluid exits the third stage condenser at a temperatureapproximately 53.0° F. and flows to working fluid pump 742, which inturn pumps the second working fluid back to the second stage evaporator715.

The third working fluid enters the third stage evaporator 716 at atemperature approximately 49.5° F. where it will be heated to a vaporand exit the third stage evaporator 716 at a temperature ofapproximately 70.2° F. The third working fluid then flows to thirdturbine 733 and then to the second stage condenser 725 where the thirdworking fluid is condensed to a fluid at a temperature approximately49.5° F. The third working fluid exits the second stage condenser 725and is pumped back to the third stage evaporator 716 via third workingfluid pump 743.

The fourth working fluid enters the fourth stage evaporator 717 at atemperature of approximately 46.0° F. where it will be heated to avapor. The fourth working fluid exits the fourth stage evaporator 717 ata temperature approximately 68.0° F. and flow to a fourth turbine 734.The fourth working fluid exits fourth turbine 734 and flows to the firststage condenser 724 where it is condensed to a liquid with a temperatureapproximately 46.0° F. The fourth working fluid exits the first stagecondenser 724 and is pumped back to the fourth stage evaporator 717 viafourth working fluid pump 744.

The first turbine 731 and the fourth turbine 734 cooperatively drive afirst generator 751 and form first turbo-generator pair 761. Firstturbo-generator pair will produce approximately 25 MW of electric power.

The second turbine 732 and the third turbine 733 cooperatively drive asecond generator 752 and form second turbo-generator pair 762. Secondturbo-generator pair 762 will produce approximately 25 MW of electricpower.

The four stage hybrid cascade heat exchange cycle allows the maximumamount of energy to be extracted from the relatively low temperaturedifferential between the warm sea water and the cold sea water.Moreover, all heat exchangers can directly support turbo-generator pairsthat produce electricity using the same component turbines andgenerators.

It will be appreciated that multiple multi-stage hybrid cascading heatexchangers and turbo generator pairs can be incorporated into a vesselor platform design.

Power Modules and Heat Cycle

An offshore OTEC spar platform includes four separate power modules,each generating about 25 MWe Net at the rated design condition. Eachpower module comprises four separate power cycles or cascadingthermodynamic stages that operate at different pressure and temperaturelevels and pick up heat from the sea water system in four differentstages. The four different stages operate in series. The approximatepressure and temperature levels of the four stages at the rated designconditions (Full Load—Summer Conditions) are:

Turbine inlet Condenser Pressure/Temp. Pressure/Temp. (Psia)/(° F.)(Psia)/(° F.) 1 Stage 137.9/74.7  100.2/56.5 2″ Stage 132.5/72.4 93.7/533′ Stage 127.3/70.2   87.6/49.5 4″ Stage 122.4/68   81.9/46

The working fluid is boiled in multiple evaporators by picking up heatfrom warm sea water (WSW). Saturated vapor is separated in a vaporseparator and led to an ammonia turbine by standard weight (STD)schedule, seamless carbon steel pipe. The liquid condensed in thecondenser is pumped back to the evaporator by 2×100% electric motordriven constant speed feed pumps. The turbines of cycle-1 and 4 drive acommon electric generator. Similarly the turbines of cycle-2 and 3 driveanother common generator. In an aspect there are two generators in eachplant module and a total of 8 in the 100 MWe plant. The feed to theevaporators is controlled by feed control valves to maintain the levelin the vapor separator. The condenser level is controlled by cycle fluidmake up control valves. The feed pump minimum flow is provided byrecirculation lines led to the condenser through control valvesregulated by the flow meter on the feed line.

In operation the four (4) power cycles of the modules operateindependently. Any of the cycles can be shutdown without hamperingoperation of the other cycles if needed, for example in case of a faultor for maintenance. But that will reduce the net power generation of thepower module as a whole module.

Aspects of the present systems and methods require large volumes ofseawater. There will be separate systems for handling cold and warmseawater, each with its pumping equipment, water ducts, piping, valves,heat exchangers, etc. Seawater is more corrosive than fresh water andall materials that may come in contact with it need to be selectedcarefully considering this. The materials of construction for the majorcomponents of the seawater systems will be:

Large bore piping: Fiberglass Reinforced Plastic (FRP)

Large seawater ducts & chambers: Epoxy-coated carbon steel

Large bore valves: Rubber lined butterfly type

Pump impellers: Suitable bronze alloy

Unless controlled by suitable means, biological growths inside theseawater systems can cause significant loss of plant performance and cancause fouling of the heat transfer surfaces leading to lower outputsfrom the plant. This internal growth can also increase resistance towater flows causing greater pumping power requirements, lower systemflows, etc. and even complete blockages of flow paths in more severecases.

The Cold Sea Water (“CSW”) system using water drawn in from deep oceanshould have very little or no bio-fouling problems. Water in thosedepths does not receive much sunlight and lack oxygen, and so there arefewer living organisms in it. Some types of anaerobic bacteria may,however, be able to grow in it under some conditions. Shock chlorinationwill be used to combat bio-fouling.

The Warm Sea Water (“WSW”) system handling warm seawater from near thesurface will have to be protected from bio-fouling. It has been foundthat fouling rates are much lower in tropical open ocean waters suitablefor OTEC operations than in coastal waters. As a result, chemical agentscan be used to control bio-fouling in OTEC systems at very low dosesthat will be environmentally acceptable. Dosing of small amounts ofchlorine has proved to be very effective in combating bio-fouling inseawater. Dosages of chlorine at the rate of about 70 ppb for one hourper day, is quite effective in preventing growth of marine organisms.This dosage rate is only 1/20th of the environmentally safe levelstipulated by EPA. Other types of treatment (thermal shock, shockchlorination, other biocides, etc.) can be used from time to timein-between the regimes of the low dosage treatment to get rid ofchlorine-resistant organisms.

Necessary chlorine for dosing the seawater streams is generated on-boardthe plant ship by electrolysis of seawater. Electro-chlorination plantsof this type are available commercially and have been used successfullyto produce hypochlorite solution to be used for dosing. Theelectro-chlorination plant can operate continuously to fill-up storagetanks and contents of these tanks are used for the periodic dosingdescribed above.

All the seawater conduits avoid any dead pockets where sediments candeposit or organisms can settle to start a colony. Sluicing arrangementsare provided from the low points of the water ducts to blow out thedeposits that may get collected there. High points of the ducts andwater chambers are vented to allow trapped gases to escape.

The Cold Seawater (CSW) system will consist of a common deep waterintake for the plant ship, and water pumping/distribution systems, thecondensers with their associated water piping, and discharge ducts forreturning the water back to the sea. The cold water intake pipe extendsdown to a depth of more than 2700 ft, (e.g., between 2700 ft to 4200ft), where the sea water temperature is approximately a constant 40° F.Entrance to the pipe is protected by screens to stop large organismsfrom being sucked in to it. After entering the pipe, cold water flows uptowards the sea surface and is delivered to a cold well chamber near thebottom of the vessel or spar.

The CSW supply pumps, distribution ducts, condensers, etc. are locatedon the lowest level of the plant. The pumps take suction from the crossduct and send the cold water to the distribution duct system. 4×25% CSWsupply pumps are provided for each module. Each pump is independentlycircuited with inlet valves so that they can be isolated and opened upfor inspection, maintenance, etc. when required. The pumps are driven byhigh-efficiency electric motors.

The cold seawater flows through the condensers of the cycles in seriesand then the CSW effluent is discharged back to the sea. CSW flowsthrough the condenser heat exchangers of the four plant cycles in seriesin the required order. The condenser installations is arranged to allowthem to be isolated and opened up for cleaning and maintenance whenneeded.

The WSW system comprises underwater intake grills located below the seasurface, an intake plenum for conveying the incoming water to the pumps,water pumps, biocide dosing system to control fouling of the heattransfer surfaces, water straining system to prevent blockages bysuspended materials, the evaporators with their associated water piping,and discharge ducts for returning the water back to the sea.

Intake grills are provided in the outside wall of the plant modules todraw in warm water from near the sea surface. Face velocity at theintake grills is kept to less than 0.5 ft/sec. to minimize entrainmentof marine organisms. These grills also prevent entry of large floatingdebris and their clear openings are based on the maximum size of solidsthat can pass through the pumps and heat exchangers safely. Afterpassing through these grills, water enters the intake plenum locatedbehind the grills and is routed to the suctions of the WSW supply pumps.

The WSW pumps are located in two groups on opposite sides of the pumpfloor. Half of the pumps are located on each side with separate suctionconnections from the intake plenum for each group. This arrangementlimits the maximum flow rate through any portion of the intake plenum toabout 1/16th of the total flow and so reduces the friction losses in theintake system. Each of the pumps is provided with valves on inlet sidesso that they can be isolated and opened up for inspection, maintenance,etc. when required. The pumps are driven by high-efficiency electricmotors with variable frequency drives to match pump output to load.

It is necessary to control bio-fouling of the WSW system andparticularly its heat transfer surfaces, and suitable biocides will bedosed at the suction of the pumps for this.

The warm water stream may need to be strained to remove the largersuspended particles that can block the narrow passages in the heatexchangers. Large automatic filters or ‘Debris Filters’ can be used forthis if required. Suspended materials can be retained on screens andthen removed by backwashing. The backwashing effluents carrying thesuspended solids will be routed to the discharge stream of the plant tobe returned to the ocean. The exact requirements for this will bedecided during further development of the design after collection ofmore data regarding the seawater quality.

The strained warm seawater (WSW) is distributed to the evaporator heatexchangers. WSW flows through the evaporators of the four plant cyclesin series in the required order. WSW effluent from the last cycle isdischarged at a depth of approximately 175 feet or more below the seasurface. It then sinks slowly to a depth where temperature (andtherefore density) of the seawater will match that of the effluent.

Though embodiments herein have described multi-stage heat exchanger in afloating offshore vessel or platform, drawing cold water via acontinuous, offset staved cold water pipe, it will be appreciated thatother embodiments are within the scope of the disclosure. For example,the cold water pipe can be connected to a shore facility. The continuousoffset staved pipe can be used for other intake or discharge pipeshaving significant length to diameter ratios. The offset stavedconstruction can be incorporated into pipe sections for use intraditional segmented pipe construction. The multi-stage heat exchangerand integrated flow passages can be incorporated into shore basedfacilities including shore based OTEC facilities. Moreover, the warmwater can be warm fresh water, geo-thermally heated water, or industrialdischarge water (e.g., discharged cooling water from a nuclear powerplant or other industrial plant). The cold water can be cold freshwater. The OTEC system and components described herein can be used forelectrical energy production or in other fields of use including: saltwater desalination: water purification; deep water reclamation;aquaculture; the production of biomass or biofuels; and still otherindustries.

All references mentioned herein are incorporated by reference in theirentirety.

Other embodiments are within the scope of the following claims.

What is claimed is:
 1. A method of assembling a pipe on awater-supported floating platform that includes an open central bay, anda gantry on the platform arranged so as to surround at least a portionof the bay, the method comprising: providing a pipe intake assembly onthe platform; providing staves; transferring the pipe intake assembly toan interior space of the bay; assembling individual staves on the pipeintake assembly in an offset stave construction so as to form an annularpipe portion having a crenellated upper end; lowering the pipe portionwithin the bay and into the water until the upper ends of the stavesreside within a lower portion of the gantry; increasing a length of thepipe portion by assembling additional staves to the upper ends of thestaves that form the pipe portion; and repeating the step of increasingthe length of the portion of the pipe until the pipe has a desiredlength wherein the staves are individually packaged into a correspondingstave alignment jig.
 2. The method of claim 1 wherein transferring thepipe intake assembly to the interior space of the bay includes liftingthe pipe intake assembly above a surface of the platform; moving theplatform so that the pipe intake assembly overlies the bay, and loweringthe pipe intake assembly at least partially into the bay.
 3. The methodof claim 1 wherein transferring individual staves to the bay andassembling the individual staves on the pipe intake assembly furtherincludes assembling the individual staves so that a lower end of theannular pipe portion is flush with an upper side of the pipe intakeassembly; and joining the lower end of the annular pipe portion to thepipe intake assembly to form the pipe portion, wherein the step ofjoining includes wrapping a bonding material around a joint between theannular pipe portion and the pipe intake assembly, the bonding materialextending circumferentially and overlapping at least a portion of theannular pipe portion and the pipe intake assembly.
 4. The method ofclaim 1 wherein the pipe intake assembly includes a pipe end and aweight connected to the pipe end.
 5. The method of claim 4, wherein thepipe end is tapered inward and is configured to be captured in a fittingprovided on an underside of a spar.
 6. The method of claim 1, furthercomprising the following step once the pipe has reached a desiredlength: connecting a pipe end to an end of the pipe that is opposed tothe pipe intake assembly.
 7. The method of claim 1, further wherein eachstave alignment jig includes a lifting eye and a flange, the lifting eyedisposed adjacent a first end of the stave alignment jig and the flangedisposed adjacent a second end of the stave alignment jig and configuredto cooperatively engage pins provided on the gantry.
 8. The method ofclaim 1, further comprising providing at least one spreader within thepipe, wherein the spreader is configured to provide an outward force toan inner surface of the pipe.
 9. The method of claim 1, wherein beforeadjacent staves are attached to each other, a bonding material isapplied to each stave along a respective attachment surface.
 10. Themethod of claim 9 wherein each stave comprises self-retaining matingfeatures along edges that abut adjacent staves.
 11. The method of claim1, wherein each stave comprises self-retaining mating features alongedges that abut adjacent staves.